pds stress analysis interface (pd stress) user's guide · user’s guide pds stress analysis...

User’s Guide

PDS Stress Analysis Interface(PD_Stress)

July 2001

DEA503960For PDS version 07.00.00.**

This document replaces DEA503950.

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All warranties given by Intergraph Corporation about equipment or software are set forth in your purchase contract, and nothing stated in, orimplied by, this document or its contents shall be considered or deemed a modification or amendment of such warranties.

The information and the software discussed in this document are subject to change without notice and should not be consideredcommitments by Intergraph Corporation. Intergraph Corporation assumes no responsibility for any error that may appear in this document.

The software discussed in this document is furnished under a license and may be used or copied only in accordance with the terms of thislicense.

No responsibility is assumed by Intergraph for the use or reliability of software on equipment that is not supplied by Intergraph or itsaffiliated companies.

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Intergraph, and RIS are registered trademarks of Intergraph Corporation. DesignReview, DIALOG, EE Raceway, FrameWorks,ModelDraft, Project Engineer, and SEE are trademarks of Intergraph Corporation. All other brands and product names are trademarks oftheir respective owners.

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2001 Intergraph CorporationAll Rights Reserved

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________________

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Table of Contents________________

Table of Contents

If You Need Assistance ........................................................................................................ 3Intergraph Directory ............................................................................................................. 4

Educational Media Contacts .......................................................................................... 5

Preface ................................................................................................................................................. 11

Document Purpose ................................................................................................................ 11Document Prerequisites / Audience ...................................................................................... 11About this Document ............................................................................................................ 11Additional Information ......................................................................................................... 12

General Conventions .................................................................................................................... 13

Keyboard Conventions ......................................................................................................... 14Terminology ......................................................................................................................... 15

1. Introduction .................................................................................................................................. 17

2. PDS Environment ........................................................................................................................ 19

2.1 PD Shell .............................................................................................................................. 20

2.1.1 Batch Processes ....................................................................................................... 22

3. The Options File ........................................................................................................................... 23

3.1 Options File Structure ......................................................................................................... 243.2 Options File Keywords ....................................................................................................... 25

3.2.1 INTERGRAPH OPTIONS BLOCK ....................................................................... 253.2.2 VENDOR NAME ................................................................................................... 263.2.3 EXTERNAL FILES ................................................................................................ 27

3.2.3.1 PDS to Stress Symbol Map ...................................................................... 27

3.2.4 CODE NAME OF CODE PARAMETER DATA TABLE .................................... 273.2.5 LOADING DATA (LOAD) TABLE ...................................................................... 293.2.6 SERVICE LOADING (LSET) TABLE .................................................................. 293.2.7 ELEMENT CONNECTIVITY MAP TABLE ........................................................ 313.2.8 ELEMENT PROPERTY / CONNECTIVITY TABLE .......................................... 323.2.9 END PREPARATION TABLE .............................................................................. 343.2.10 FITTING NOMENCLATURE TABLE ............................................................... 343.2.11 HANGER TYPE TABLE ..................................................................................... 35

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PDS Stress Analysis Interface User’s Guide - July 2001________________

3.3 Example Options File .......................................................................................................... 36

Lab 1 - Project Setup & Options File .................................................................................. 42

4. Generating Neutral Files .............................................................................................................. 43

4.1 Model Files ......................................................................................................................... 464.2 Pipeline Names .................................................................................................................... 47

4.2.1 Extraction by Line Name Substring ........................................................................ 474.2.2 Extraction By Stress Analysis ID ............................................................................ 48Lab 2 - Generate a Neutral File ........................................................................................... 49

5. The Stress Analysis Neutral File .................................................................................................. 51

5.1 Neutral File Format ............................................................................................................. 515.2 Detailed Record Descriptions ............................................................................................. 54

5.2.1 INFO Record ........................................................................................................... 545.2.2 LOAD Record ......................................................................................................... 555.2.3 LSET Record ........................................................................................................... 555.2.4 CODE Record ......................................................................................................... 565.2.5 Component Records ................................................................................................ 57

5.2.5.1 Overall Component Record ...................................................................... 575.2.5.2 PROP Record ........................................................................................... 57

5.2.6 LNOD Record ......................................................................................................... 585.2.7 NODE Record ......................................................................................................... 60

5.3 Node Numbering Conventions ............................................................................................ 615.4 Example Neutral File .......................................................................................................... 63

6. Interpreting the HITS Report ....................................................................................................... 67

6.1 Example HITS Report ......................................................................................................... 686.2 Section 1: Basic Input Data and Raw Design File Data ...................................................... 746.3 Section 2: Design File Data Sorted by Coordinate ............................................................. 766.4 Section 3: Tracing Data ....................................................................................................... 786.5 Section 4: Design File Data Sorted by Topo ....................................................................... 806.6 Section 5: Design File Data in STR Order .......................................................................... 846.7 Using the HITS Report to Solve Problems ......................................................................... 86

Appendix A: Standard Note Library ................................................................................................ 89

A.1 Codelist 145 - Materials Grade ................................................................................................. 90A.2 Codelist 330 - CP Type/Termination/Preparation ..................................................................... 116A.3 Codelist 380 - Piping Component Type .................................................................................... 119A.4 Codelist 570 - Design Standard ................................................................................................. 126

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Table of Contents________________ Appendix B: PDS Design Database Format .................................................................................... 127

B.1 Table 12 - Piping Segment Data ................................................................................................ 128B.2 Table 22 - Nozzles ..................................................................................................................... 130B.3 Table 34 - Piping Component Data ........................................................................................... 131B.4 Table 50 - Piping/Tubing Data .................................................................................................. 133B.5 Table 67 - Instrument Component Data .................................................................................... 135B.6 Table 80 - Pipe Support Data .................................................................................................... 138

Appendix C: PDS to Stress Analysis Symbol Map Table ............................................................... 139

C.1 Example PDSTRESS.TBL ........................................................................................................ 141

Appendix D: Warning & Error Messages ........................................................................................ 149

D.1 Warning Messages .................................................................................................................... 150D.2 Error Messages .......................................................................................................................... 152

Glossary ............................................................................................................................................... 157

Index .................................................................................................................................................... 165

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Preface________________

Preface

Document Purpose

This document is a user’s guide for Intergraph Corporation’s PDS Stress Analysis Interface (PD_STRESS)software package. You can use the PDS Stress Analysis Interface product to perform stress analysis on threedimensional (3D) piping models.

This document is designed as a user’s guide; it is organized around the typical work flow of the product ratherthan presenting the comprehensive structure of the product.

Document Prerequisites / Audience

This document is intended for designers who are responsible for generating stress neutral files and have aworking knowledge of the standard interactive graphics system. Knowledge of 3D design systems is helpful butnot necessary. Also, you should be familiar with a text editor, such as Notepad or PFE.

About this Document

This document contains front matter, numbered sections, appendices, a glossary, and an index.

Section 1 Provides an overview of the product.

Section 2 Describes the PDS workstation environment. This includes information on the PD Shellenvironment and On-Line Help.

Section 3 Describes the options file. This includes the default file structure and keywords.

Section 4 Describes how to generate neutral files interactively. This includes information onaccessing the product and creating and manipulating product files.

Section 5 Describes the stress analysis neutral file. This includes record descriptions and nodenumbering conventions.

Section 6 Describes how to interpret the HITS reports. This includes interpreting each section andusing the report to solve problems.

Appendix A Displays the codelists pertaining to PD_Stress.

Appendix B Displays the PDS Piping Design Database Format.

Appendix C Describes the PDS to Stress Analysis Symbol Map.

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PDS Stress Analysis Interface User’s Guide - July 2001________________ Appendix D Describes error messages and corrective actions.

Additional Information

The following informational files are delivered with the PD_STRESS software in the win32app\ingr\pdstressdirectory.

File Name Contents

README Describes changes and additions to the product since the last version. Lists thenames and dates of the files in the current release. For a fixes release, the fileswhich have been modified are appended to the top of the initial file to providea history of all changes to the product. Includes Comments and TroubleReport numbers which describe what problems have been fixed. Providesspecial notices to the customer. Lists any exceptions made to the certification.

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Preface________________

General Conventions

This document contains many visual cues to help you understand the meaning of certainwords or phrases. The use of different fonts for different types of information allows you toscan the document for key concepts or commands. Symbols help abbreviate and identifycommonly used words, phrases, or groups of related information.

Typefaces

Italic Indicates a system response, which is an explanation of what the software isdoing. For example,

The text is placed in the viewing plane.

Bold Indicates a command name, parameter name, or dialog box title. Commandpaths are shown using an arrow between command names. For example,

ChooseFile > Open to load a new file.

Sans serif Indicates a system prompt or message, which requires an action be taken bythe user. For example,

Select first segment of alignment

Bold TypewriterIndicates what you should literally type in. For example,

Key in original.dat to load the ASCII file.

Normal TypewriterIndicates an actual file or directory name. For example,

The ASCII report is stored in thelayout.rpt file.

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Symbols

This document uses the following symbols to represent mouse buttons and to identify specialinformation:

<C> Command button<D> Data button (usually the left mouse button)<R> Reset/reject button (usually the right mouse button)<T> Tentative button (usually the center mouse button)

Note — Important supplemental information.

Warning — Critical information that could cause the loss of data if not followed.

Technical tip or information — provides information on what the software isdoing or how it processes information.

Map or path — shows you how to get to a specific command or form.

More information — indicates there is additional or related information.

Need a hint — used with activities and labs, provides a tip or hint for doing theexercises.

Keyboard Conventions

The following list outlines the abbreviations this document uses for keyboard keys anddescribes how to use them in combination. You can make some menu selections through theuse of keyboard accelerators, which map menu selections to key combinations.

ALT Alternate keyCTRL Control keyDEL Delete keyENTER Enter keyESC Escape key

CTRL+z To hold down the Control key and press Z.ESC,k To press the Escape key, then K.

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Preface________________

Terminology

Click To use a mouse or key combination to pick an item that begins anaction. For example,

Click Apply to save the changes.

Select To mark an item by highlighting it with key combinations or by pickingit with your cursor. Selecting doesnot initiate an action. Afterselecting an item, youclick the action you want to affect the item. Forexample,

Select the file original.dat from the list box, then clickDeletetoremove it from the directory.

In addition, you wouldselectitems to define parameters, such asselecting toggle buttons. This also applies to selecting graphicelements from the design file. For example,

Select the line string to define the graphic template.

Tentative-select To place a tentative point on an existing graphic element in a designfile. If you are using the CLIX operating system, you tentative-selectby double-clicking with a mouse or pressing <T> on a hand-heldcursor. If you are using the Windows NT operating system, youtentative-select by pressing a left-button, right-button chord.

Double-click To select and execute a command by clicking the mouse or hand-heldcursor button twice in rapid succession. This term implies that you areclicking the data button (<D>) as part of a menu or dialog box action.For example,

Double-click on the file original.dat to load it into the newsurface.

Drag To press and hold the data button (<D>) while moving the mouse orhand-held cursor.

Type To key a character string into a text box.

Key in To type in data and press ENTER to enter the data and execute thedefault action.

In a dialog box, pressing TAB after keying in data willenter the data and move the cursor to the next field.

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16

Introduction________________

1. Introduction

The PD_Stress Analysis Interface product generates neutral output files from three-dimensional (3D) piping models created by PDS modeling packages as input for third partystress analysis packages.

The neutral file can be run on your own in-house pipe stress software or on any othercommercially available package capable of processing the Intergraph neutral file. Because ofits flexibility, you can change the contents of the neutral file and customize it for your specificuse.

TheSTRINPfile collects user input and creates the ASCII file STRDEF.DAT which containsthe options file NEUDFLTS. This options file contains switches, options and tables allowingyou to control the information the Stress Analysis Interface enters into the neutral file. (Referto the Options File section for more information on the contents of the options.) TheSTRINPfile then displays the Stress Analysis Interface form allowing you to enter data to the ASCIIfile pdsstr.dat.

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PDS Stress Analysis Interface User’s Guide - July 2001________________ From thepdsstr.datfile, the Stress Analysis Interface reads the involved piping andequipment models, the pipeline names or stress ID and the options file.

ThePDSSTRfile then reads the 3D piping model and generates the stress analysis neutralfiles.

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PDS Environment________________

2. PDS Environment

The PDS 3D software supports a variety of applications. All the supported applications use acommon interface that is controlled by the PD Shell program. This ensures consistencyacross applications and minimizes the amount of time required to learn the product.

The PDS 3D modules provide a simple user interface through extensive use of forms. Themodules also provide an on-line Help capability for easy access to information while workingin the product.

The PDS 3D software uses available nucleus tools such as MicroStation and FORMS. Itsupports standard software such as NFS, NQS, and RIS required to set up data across anetwork. This design facilitates the use of non-PDS tools such as relational databases andthird party software.

The PD_Shell Environment and all batch jobs in the PDS 3D products interface toIntergraph’s Network Licensing System.

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2.1 PD Shell

The PD Shell program provides access to the various functions that are associated with thePDS 3D Modules. You can access thePlant Design System Environmentform by

Double-clicking thePD_Shellicon.

This executes a control script that defines all of the environment variables that are needed torun the product, and it identifies the location of the product files. These files can be locatedon the workstation or a server on the network. Seepds.cmdfor more information on this file.The script also activates thePlant Design System Environmentform.

This form identifies the active project(s) and provides access to all the PDS functions.

Options

Schematics Environment — Provides access to the PDS 2D modules that are used tocreate and modify piping and instrumentation diagrams, process flow diagrams, andinstrumentation database records.

Equipment Modeling — Provides access to the Equipment Modeling module, whichprovides an interactive graphics environment that is used to create and revise equipmentmodel graphics and database information.

FrameWorks Environment — Provides access to the FrameWorks module, whichprovides an environment that is used to create and revise structural models, create andrevise structural drawings, and propagate structural models.

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PD Shell________________ Piping Designer— Activates an interactive command environment that is used tocreate piping and in-line instrumentation in the model; revise existing model graphicsand database information; and verify the integrity of the data in the model.

Electrical Raceway Environment— Provides access to the Electrical Racewaymodule, which provides an interactive environment that is used to create and reviseraceway models and access raceway utilities.

Piping Design Data Manager— Provides access to a set of options that are used toverify the integrity of the graphic and database information that is associated with amodel.

Piping Model Builder — Enables you to create piping graphics from a nongraphicsenvironment. This module is used with PD_Design to create an accurate 3D model ofthe piping network.

Pipe Stress Analysis— Activates a set of forms that are used to extract informationfrom piping models for input to third-party pipe stress analysis products.

Interference Manager— Activates a set of forms that are used to check forinterferences among project models and to control approved interferences.

Isometric Drawing Manager — Activates a set of forms that are used to extractisometric drawings from piping models and to review or plot the created isometricdrawings.

Drawing Manager — Activates a set of forms that are used to create and manipulatedrawings and drawing views; provide access to the interactive graphics environment fordrawings; and provide access to a plot manager and vector hiddenline manager.

DesignReview Integrator— Activates a set of forms that are used to extractinformation to form label files for use in DesignReview and to review data from aDesignReview session.

Report Manager — Activates a set of forms that are used to create and revise reportformat files and report on information in a project including Material Take-Off reports.

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PDS Stress Analysis Interface User’s Guide - July 2001________________ Project Administrator — Provides access to a set of forms that are used to create aproject, create and revise project files, define project seed data, and control the project.

Reference Data Manager— Provides access to a set of forms that are used to controlthe reference data for a project including Piping Job Specification data, GraphicCommodity Data, Alphanumeric Commodity Data, Standard Note Library, LabelDescription Library, and Piping Assembly Library.

Other Fields

User ID — Used for access control. This field also sets the Review User ID for use inthe Interference Manager module.

If access control has been defined, you must key in a valid user ID as defined by yoursystem manager to gain access to the projects.

If access control has not been defined, no entry is required for this field.

Password— Key in the password for the specified user ID.

Project List Field — Displays the defined projects for the network and allows you toselect the active project. The system lists all the defined PDS projects (2D-only, 3D-only, and 2D & 3D). An error is displayed if you select an option that is incompatiblewith the active project. For example, if the active project is a 2D-only project, youcannot access the the Interference Manager module.

If access control has been defined, only those projects for which you have some level ofaccess are displayed.

Message Area— Displays prompts and messages that are associated with the activeprocess. Error messages are displayed in red.

2.1.1 Batch Processes

When you install the PDS 3D applications, the system creates the necessary batch queues forthat application. Refer toLoading PDS Productsin theProject Administrator (PD_Project)Reference Guidefor a listing of the batch queues.

PDS 3D uses these batch queues to allow you to continue working in the environment whilethe system processes a request. Many of the batch processes can be delayed for submission ata specified time.

When you submit a batch process the system sends an electronic mail message to the mailpath of the default login reporting the jobs completion status. The mail message also includesany error log information. The setup of this functionality is optional on Windows NT.

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The Options File________________

3. The Options File

The options file contains switches, options, and tables that drive the PD_Stress Analysis Interface. This filegives you considerable flexibility in customizing the stress analysis neutral file.

When the input screen is first displayed on your workstation, this input field contains a default value obtainedby translating the variable name NEUDFLTS. The logical name is defined at the system level when the StressAnalysis product is installed on your system. You can override this system level assignment (and thus thescreen default) by exporting the variable to your own customized options file.

Intergraph delivers four options files,defaults.dat , caesarII.dat , adlpipe.dat andtriflex.dat , located in thec:\win32app\ingr\pdstress\dat\ directory. Thedefaults.dat file can be modified to the requirements of your third party stress analysis software. Thetriflex.dat file is set up to work with the AAA Technology and Specialties Co. stress analysis software.The caesarII.dat file is set up to work with the COADE, Inc. CAESAR II stress analysis software. Theadlpipe.dat file is set up to work with the Rebis ADL Pipe stress analysis sofware.

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3.1 Options File Structure

The options file is composed of one set of options and several tables. The option block and each table ispreceded in the options file by a keyword identifying the option or table. The keyword must be in upper caseand begin in column 1 and shouldnot be surrounded by single quotes. The keywords and data that follow themcan appear in any order in the options file. The end of each table is delimited by the same keyword stringprefixed with the characters ENDOF.

Comments, identified by an! in column one, can be placed anywhere between the two keyword strings whichdelimit a table. Comments cannot be placed outside of a table.

Entries in tables consist of a row of numbers and sometimes character strings separated by commas. Thegeneral form for tables is:

TABLE_KEYWORDn1, n2, c1, n3, ... !here is a comment.!here is another comment.m1, m2, cm, m3, ...ENDOF TABLE_KEYWORD

where:

TABLE_KEYWORD is the table keyword

n1, n2, ... are numbers in the first table entry

c1 is a character string in the first entry

m1, m2, ... are numbers in the last table entry

cm- is a character string in the last entry

ENDOF TABLE_KEYWORD defines the end of the table

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Options File Keywords________________

3.2 Options File Keywords

The options file keywords include:

INTERGRAPH OPTIONS BLOCKVENDOR NAMEEXTERNAL FILESCODE NAME OF CODE PARAMETER DATA TABLELOADING DATA (LOAD) TABLESERVICE LOADING (LSET) TABLEELEMENT CONNECTIVITY MAP TABLEELEMENT PROPERTY / CONNECTIVITY TABLEEND PREPARATION TABLEFITTING NOMENCLATURE TABLEHANGER TYPE TABLE

3.2.1 INTERGRAPH OPTIONS BLOCK

The Intergraph Options Block is a group of options that directly controlling the actions of the stress analysisinterface. The specific meaning of each option is outlined below:

Word Value Meaning

1 val Initial (first) node number for nodes generated at component connections

2 val Increment to be used in generating subsequent node numbers - starting from thevalue specified in word 1, 3 and 4

3 val Initial node number for numbering nodes at network endpoints

4 val Initial node number for numbering nodes internal to components (for example, thenodes at elbow or tee origins)

Val cannot be greater than four digits.

5 0 Turn warning messagesoff1 Turn warning messageson

6 val Magnitude of spring constant indicating a support is rigid - whereval implies amagnitude of 10**val

7 1 must be set to 1


9 0 not used at this time


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PDS Stress Analysis Interface User’s Guide - July 2001________________ 11 1 must be set to 1

12 0 Extracts the network by substring of the pipeline name attribute,LINE_NUMBER_LABEL(Refer to Appendix B, table 12, column 2.)

1 Extracts the network by substring of the stress analysis ID attribute,STRESS_SYSTEM_NO(Refer to Appendix B, table 12, column 52.)

2 Extracts the network by equality of the pipeline name attribute,LINE_NUMBER_LABEL(Refer to Appendix B, table 12, column 2.)

3 Extracts the network by equality of the stress analysis ID attribute,STRESS_SYSTEM_NO(Refer to Appendix B, table 12, column 52.)

13 0 Doesnot print the UNITS record containing the length and weight units of theneutral file

1 Prints the UNITS record in the neutral file

14 20 Model file component connectivity tolerance in uor’s

15 0 Doesnot print the VERSION record containing the stress interface file formatversion number

1 Prints the VERSION record in the neutral file

16 0 Doesnot print the VENDOR record containing the pipe stress vendors name1 Prints the VENDOR record in the neutral file

17 0 Do not generate thermal movement for nozzles.1 Generate a record indicating the normal XYZ and alternate XYZ thermal growth of

nozzles. (Refer to Appendix B, table 22, columns 19 through 24)

18 0 Default to output pipeline with one connected item from each connected pipeline1 Suppress any continuation item on connected pipelines

19 0 Default to use filename of up to 12 characters for file specification1 Use long filename of up to 40 characters for file specification

Sample Intergraph Options Block Table

INTERGRAPH OPTIONS BLOCK!NOTE: Only 17 options in use , 45 maximum! 1-16 2-1 7 3 4 5 6 7 8 9 10 11 12 13 14 15

1, 5, 950, 951, 0, 6, 1, 1, 1, 1, 1, 1, 1, 20, 1,1, 1, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0,0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 999

ENDOF INTERGRAPH OPTIONS BLOCK

3.2.2 VENDOR NAME

The vendor name table contains the name of the pipe stress software vendor. Use 40 characters maximum forthe vendor name. This table is used to associate a particular options file with a specific pipe stress package. Itresults in a record in the neutral file which can be checked by the interface software.

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Sample Vendor Name Table

VENDOR NAME!NOTE: 40 characters maximum!234567890123456789012345678901234567890TRIFLEX Rel 2.6.8 Aug 97ENDOF VENDOR NAME

3.2.3 EXTERNAL FILES

The files table contains the names of external files used by the stress analysis interface. Use 40 charactersmaximum for each file name. The entries in this table are order dependent.

Sample External Files Table

EXTERNAL FILES!NOTE: 40 characters maximum, 5 files maximum! 1234567890123456789012345678901234567890d:\stress\input\pdstress.tbl !PDS TO STRESS MAP (path is user defined)ENDOF EXTERNAL FILES

3.2.3.1 PDS to Stress Symbol Map

This table maps PDS component names to generic stress analysis components. This library is required and mustbe specified. Refer toPDS to Stress Analysis Symbol Map Table, page 139 for more information on the formatand contents of the table.

3.2.4 CODE NAME OF CODE PARAMETER DATATABLE

This table is used to associate a code number with each value of a segment’s design standard attribute (Refer toAppendix B, table 12, column 35). When the neutral file is generated, the code number is entered with thevalue held in Piping Segment table 12, column 35. If a match is found, the code number from the table is put inthe neutral file CODE record. If no match is found, the default code number is placed in the record.

The design standard attribute is the piping designer’s input responsibility. If this attribute is leftblank, the default value is used.

The format of an entry in this table is:

VAL, STRING

where:

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VAL is the code number from Piping Segment Design Standard (Refer to Appendix B, table12, column 35).

STRING is a text string defining the code description, year and seismic level

The VAL, STRING combination must match the standard note CL570 in the Standard NoteLibrary. (Refer to Appendix A.)

Sample Code Name of Code Parameter Data Table

CODE NAME OF CODE PARAMETER DATA TABLE!NOTE: 20 characters maximum (type//year//level), 50 codes maximum!attribute (12,35) is table input! 12345678901234567890

0, B31.1,1983 !default1, ASME2,1982,B2, B31.43, ASME14, ASME2,1972,A5, ASME2,1972,B6, ASME2,1972,C7, ASME2,1972,D8, ASME2,1974,A9, ASME2,1974,B10, ASME2,1974,C11, ASME2,1974,D12, ASME2,1977,A13, ASME2,1977,B14, ASME2,1977,C15, ASME2,1977,D16, ASME2,1980,A17, ASME2,1980,B18, ASME2,1980,C19, ASME2,1980,D20, ASME2,1982,A21, B31.322, ASME2,1982,C23, ASME2,1982,D24, ASME3,197225, ASME3,197726, ASME3,198027, ASME3,198228, B31.1,197329, B31.1,197730, B31.1,198031, B31.1,198332, BS80650, BS3351

ENDOF CODE NAME OF CODE PARAMETER DATA TABLE

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3.2.5 LOADING DATA (LOAD) TABLE

This table is used to generate the LOAD records in the neutral file. The format of a table entry is:

-6, I, J, PATT(I), TATT(I), ... PATT(J), TATT(J)

where:

-6 is a code that indicates to the interface that a segment ID should be generated in therecord. You can not change this number or its position in the record.

I subscript of the lowest temperature, pressure pair

J subscript of the highest temperature, pressure pair

PATT(n) table, column pair identifying the column for obtaining a pressure from the database(Refer to Appendix B.)

TATT(n) table, column pair identifying the column for obtaining a temperature from thedatabase (Refer to Appendix B.)

Sample Loading Data (Load) Table

LOADING DATA (LOAD) TABLE!a.: Intergraph segment id (do not change)!b.: table entry number for first set of pressure/temperature pairs!c.: table entry number for last set of pressure/temperature pairs!d. & e.: LSET 1 = normal operating pressure & temperature (1st row)!f. & g.: LSET 2 = alternate operating pressure & temperature (1st row)!h. & i.: LSET 3 = normal design pressure & temperature (1st row)! a. b. c. d. e. f. g. h. i.

-6, 1, 3, 12,24, 12,25, 12,26, 12,27, 12,28, 12,29-6, 4, 6, 12,24, 12,25, 12,26, 12,27, 12,30, 12,31

!d. & e.: LSET 4 = normal operating pressure/temperature (2nd row)!f. & g.: LSET 5 = alternate operating pressure/temperature (2nd row)!h. & i.: LSET 6 = alternate design pressure/temperature (2nd row)ENDOF LOADING DATA (LOAD) TABLE

3.2.6 SERVICE LOADING (LSET) TABLE

This table is used to identify the pressure/temperature pairs used from each segment for analysis underdeadweight, hot conditions, cold conditions, and wind loading conditions.

This table allows you to specify the pressure/temperature pair used under each of the analysis conditions foreach segment. The simplest case uses the same pressure/temperature from each segment for each of thedifferent analysis conditions. A more complicated situation is also allowed where some segment attributedictates that a given set of pressure/temperature pairs should be used for that specific segment.

29

PDS Stress Analysis Interface User’s Guide - July 2001________________ The format of a single entry in this table is:

TABATT, FLAG, VAL, DWT, HOT, COLD, WIND

where:

TABATT table, column pair identifying the attribute from the segment to be compared withVAL. The first table entry contains 0,0 for this item. This defines the default set ofT,P pairs to be used. If there are no other table entries, the same T,P pairs will beused from each segment for all analysis conditions.

FLAG set to 1 if VAL is a code list numberset to 0 if VAL is not a code list number

VAL value of the database attribute triggering use of the following T,P pairs for a segment

DW Pressure/temperature|load set|pair for deadweight analysis of this segment

HOT Pressure/temperature|load set|pair for hot condition analysis of this segment

COLD Pressure/temperature|load set|pair for cold condition analysis of this segment

WIND Pressure/temperature|load set|pair for wind analysis of this segment

The pressure/temperature attributes are the piping designer’s responsibility.

Sample Service Loading (LSET) Table

SERVICE LOADING (LSET) TABLE!NOTE: 50 maximum service loading pair!a.: DB attribute pair to retrieve search value.!b.: flag. = 0, c. is code list number; flag = 1, c. is code list text!c.: code list. 16 characters maximum. 0 = default.!d.: deadweight condition with loading number (LOAD #)!e.: hot temperature condition with loading number (LOAD #)!f.: cold temperature condition with loading number (LOAD #)!g.: wind loading condition with loading number (LOAD #)! a. b. c. d. e. f. g.

!2345678901234560,0, 0, 0, 3, 6, 5, 3 !default

12,9, 0, 1, 1, 2, 3, 412,9, 1, VAL, 3, 6, 5, 312,9, 1, FC, 1, 2, 3, 412,9, 1, OWS, 3, 4, 5, 612,9, 1, 8, 3, 4, 5, 112,9, 0, 8, 3, 4, 5, 2

ENDOF SERVICE LOADING (LSET) TABLE

30


3.2.7 ELEMENT CONNECTIVITY MAP TABLE

This table provides information about each stress analysis generic component. There is one entry in this tablefor each generic stress analysis component used in the PDS to stress analysis symbol map. The format of anelement in this table is:

NAME, CAT, NODES, ONODE

where:

NAME generic component name (Refer to Appendix C.)

CAT generic component category. Use one of the following values for category:

1 simple component2 valve3 support

NODES number of nodes the component generates.

ONODE defines which node in the node list is the origin node. If this item is 0, then no nodewill be generated for the component origin. This item should always be set so thatorigin nodes appear in the node list after nodes at connect points.

Sample Element Connectivity Map Table

ELEMENT CONNECTIVITY MAP TABLE!note: 25 maps maximum!a.: generic name, maximum 2 characters!b.: category, 1=simple; 2=valve; 3=support!c.: number of connectivity nodes.!d.: cp 0. if (cp 0 not equal t o 0 a node will be generatd)! a. b. c. d.3W, 2, 4, 44W, 2, 5, 5AV, 2, 3, 3CR, 1, 5, 5EL, 1, 3, 3ER, 1, 2, 0FL, 1, 2, 0HA, 3, 2, 0MT, 1, 3, 3PI, 1, 2, 0NP, 1, 2, 0RB, 1, 2, 0RD, 1, 2, 0RI, 1, 3, 3TW, 1, 4, 4TR, 1, 2, 0TU, 1, 2, 0TS, 1, 2, 0TE, 1, 4, 4TO, 1, 2, 0VA, 2, 3, 3ENDOF ELEMENT CONNECTIVITY MAP TABLE

31


3.2.8 ELEMENT PROPERTY / CONNECTIVITYTABLE

This table forms the overall component records in the neutral file forms the PROP records containingcomponent properties. When the interface generates the records for a component, it first gathers all the entriesin this table applying to the component. The generic item name of the component and the PDS database type(component, pipe, instrument or support) identify the table entries that apply.

The format of an entry in the table is:

NAME, PDSTYP, -1, FORMNO, ATTLST

where:

NAME generic component name obtained from the PDS to stress analysis symbol map

PDSTYP number identifying the component type. You should use one of the following:

1 PDS component is a component or engineered item2 PDS component is a pipe3 PDS component is an instrument4 PDS component is a pipe support

When a generic pipe stress component can be generated from either a componentor an instrument in the model, there must be a set of entries in this table for eachtype.

-1 special flag indicating to the interface that the record will contain a component ID.This table entry must be set to -1.

FORMNO data list format number. This number together with the generic component nameallows you to identify all of the data on a particular record. The Intergraph optionsfile contains form numbers adhering to the following convention:

0 element connectivity (the overall component rcd)1 general component data2 specific component data3 connect point 1 data4 connect point 2 data5 connect point 3 data6 connect point 4 data

ATTLST list of table, column pairs specifying columns from which to obtain values to insertin output records. The table, column pairs can specify either segment orcomponent level columns. The entity specified in an table, column pair mustcorrespond to the PDSTYP of the table entry.

32


You can also specify one of the following special table, column pairs to map acomposite column in the output record.

0, 0 insert a blank field into the record0,-1 unique component ID0,-2 special label formed by concatenating the size, schedule and commodity code

attributes0,-3 insulation unit weight (pipe only)0,-4 insulation weight (components and instruments only)0,-5 component or pipe thickness.0,-6 unique segment ID0,-7 fitting type from the FITTING NOMENCLATURE TABLE0,-8 flare radius, large end (reducer only)0,-9 large end cylinder length (reducer only)0,-10 flare radius, small end (reducer only)0,-11 small end cylinder length (reducer only)0,-12 cone angle (reducer only)0,-13 pad angle (reinforced tee only)0,-14 unique analysis code ID (pointer to a CODE record)0,-15 valve type from the PDS to stress analysis symbol map (valves only)0,-16 valve angle (valves only)0,-17 hanger type from the HANGER TYPE TABLE0,-18 local coordinate system primary axis for a pipe support0,-19 local coordinate system secondary axis for a pipe support0,-20 end prep code from END PREPARATION TABLE0,-21 segment length (miter elbow only)0,-22 dry unit weight (pipe only)0,-23 wet unit weight (pipe only)0,-24 actual pipe length for each split pipe section

Sample Element Property/Connectivity Table

PI, 2, -1, 0, 0,-2, 50,2, 0,-14, !here for user defined DDLsPI, 2, -1, 1, 50,21, 0,-22, 0,-23, 0,0, 12,15, 0,0, 0,-3PI, 2, -1, 3, 50,7, 50,8, 0,-20, 0,-5, 50,11, 0,-6PI, 2, -1, 4, 50,7, 50,8, 0,-20, 0,-5, 50,11, 0,-6

Sample Property Record

PI, 5B00031G,6"STDPAAAAAWAAA,,CODE20, 5, 10PROP,PI, 5B00031G, 1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B00031G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,PI, 5B00031G, 4,6.0,6.625000,BW,0.28,, B00031G

33


3.2.9 END PREPARATION TABLE

This table is used to determine an endprep code to insert in the neutral file given a generic termination type fromthe model database. The format of an entry in this table is:

GENTYP, TEXT

where:

GENTYP generic termination type for an end prep (Refer to CL330, Appendix A.)

TEXT two character max string identifying the end prep. This text string should beidentifiable by the stress analysis software.

Sample End Preparation Table

END PREPARATION TABLE!NOTE: 2 character maximum for end prep.

0, BW !default20, WN !flange80, LJ !lap joint300, BW !butt weld, as welded310, FL !butt weld, flush390, PL !plain end420, SO !socket fitting440, SP !screwed pipe joint

ENDOF END PREPARATION TABLE

3.2.10 FITTING NOMENCLATURE TABLE

This table allows you to assign afitting typenumber to a specific component based upon the commodity code ofthe fitting. If no commodity code in the table matches that of the component, the first entry in the table is usedfor the fitting type field in a PROP record. The format of an entry in this table is:

CCODE, CTYPE

where:

CCODE is a component commodity code. Should be set to DEFAULT for the default entry.

CTYPE stress analysis fitting code. This text string should be identifiable by the stressanalysis software.

34


Sample Fitting Nomenclature Table

FITTING NOMENCLATURE TABLE!NOTE: 16 characters maximum for commodity code, 200 maximum codes

!234567890123456DEFAULT, 0 !defaultPAAAABBAAA, 2WRAAABBAAA, 4WAAAABBAAA, 23LSBZZZZAAA, 21VABBAALYAA, 19WOAAABBAFA, 20WAAAABBASA, 21VBBWAAOHAA, 25FAABBBBAAA, 18FCV123, 17VCBWAANHAA, 16WOAAABBAAA, 15VCABAAYYAA, 14

ENDOF FITTING NOMENCLATURE TABLE

3.2.11 HANGER TYPE TABLE

With this table, you can assign a support type number to a pipe support based upon the value of the pipe supporttype attribute (Refer to Appendix B, table 80, attribute 5.).

The format of an entry in this table is:

PDSCODE, STYPE

where:

PDSCODE the PDS code number identifying the support type (Refer to CL380, Appendix A.)

STYPE support type number recognized by your stress analysis software

Sample Hanger Type Table

HANGER TYPE TABLE!NOTE: 50 attribute values maximum.!a.: data base attribute value ( table 80, attribute 5)!b.: hanger type, numeric values only! a. b.

0, 99 ! default1, 99 ! default

909, 99 ! anchor911, 99 ! 1-way restraint913, 99 ! 2-way restraint923, 99 ! variable spring927, 99 ! damping support

ENDOF HANGER TYPE TABLE

35


3.3 Example Options File

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

! INTERGRAPH VERSION 2

! MODIFICATIONS / REVISIONS

!

!

! Added NP generic name for nipples 27-APR-1998

! Added TR, TU, TW, TS, TO generic names for branch elements 27-JUNE-1998

!

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

!note: general rules

! (1) upper case words are reserved words.

! (2) all data should be seperated by commas

! (3) exclaimation ’!’ for comments; tab, spaces are accepted

between tables

INTERGRAPH OPTIONS BLOCK

!NOTE: Only 17 options in use, 45 maximum

! 1-16 2-1 7 3 4 5 6 7 8 9 10 11 12 13 14 15

5, 5, 6005, 7005, 0, 6, 1, 1, 1, 1, 1, 1, 1, 20, 1,

1, 1, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0,

0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 999

ENDOF INTERGRAPH OPTIONS BLOCK

VENDOR NAME

!NOTE: 40 characters mamimum

!234567890123456789012345678901234567890

TRIFLEX Rel 2.6.8 Aug 97

ENDOF VENDOR NAME

EXTERNAL FILES

!NOTE: 40 characters maximum, 5 files maximum

! 1234567890123456789012345678901234567890

d:\stress\input\pdstress.tbl !PDS TO STRESS MAP

(path is user defined)

ENDOF EXTERNAL FILES

CODE NAME OF CODE PARAMETER DATA TABLE

!NOTE: 20 characters maximum (type//year//level), 50 codes maximum

!attribute (12,35) is table input

! 12345678901234567890

0, B31.1,1983 !default

1, ASME2,1982,B

2, B31.4

3, ASME1

4, ASME2,1972,A

5, ASME2,1972,B

6, ASME2,1972,C

7, ASME2,1972,D

8, ASME2,1974,A

9, ASME2,1974,B

10, ASME2,1974,C

11, ASME2,1974,D

12, ASME2,1977,A

13, ASME2,1977,B

14, ASME2,1977,C

15, ASME2,1977,D

16, ASME2,1980,A

17, ASME2,1980,B

18, ASME2,1980,C

19, ASME2,1980,D

20, ASME2,1982,A

21, B31.3

22, ASME2,1982,C

23, ASME2,1982,D

24, ASME3,1972

25, ASME3,1977

26, ASME3,1980

27, ASME3,1982

28, B31.1,1973

29, B31.1,1977

30, B31.1,1980

31, B31.1,1983

36

Example Options File________________

32, BS806

50, BS3351

ENDOF CODE NAME OF CODE PARAMETER DATA TABLE

LOADING DATA (LOAD) TABLE

!a.: Intergraph segment id (do not change)

!b.: table entry number for first set of pressure/temperature pairs

!c.: table entry number for last set of pressure/temperature pairs

!d. & e.: LOAD 1 = normal operating pressure & temperature (1st row)

!f. & g.: LOAD 2 = alternate operating pressure & temperature (1st row)

!h. & i.: LOAD 3 = normal design pressure & temperature (1st row)

! a. b. c. d. e. f. g. h. i.

-6, 1, 3, 12,24, 12,25, 12,26, 12,27, 12,28, 12,29

-6, 4, 6, 12,24, 12,25, 12,26, 12,27, 12,30, 12,31

!d. & e.: LOAD 4 = normal operating pressure/temperature (2nd row)

!f. & g.: LOAD 5 = alternate operating pressure/temperature (2nd row)

!h. & i.: LOAD 6 = alternate design pressure/temperature (2ndst row)

ENDOF LOADING DATA (LOAD) TABLE

SERVICE LOADING (LSET) TABLE

!NOTE: 50 maximum service loading pair

!a.: DB attribute pair to retrieve search value.

!b.: flag. = 0, c. is code list number; flag = 1, c. is code list text

!c.: code list. 16 characters maximum . 0 = default.

!d.: deadweight condition with loading number (LOAD #)

!e.: hot temperature condition with loading number (LOAD #)

!f.: cold temperature condition with loading number (LOAD #)

!g.: wind loading condition with loading number (LOAD #)

! a. b. c. d. e. f. g.

!234567890123456

0,0, 0, 0, 3, 6, 5, 3 !default

12,9, 0, 1, 1, 2, 3, 4

12,9, 1, VAL, 3, 6, 5, 3

12,9, 1, FC, 1, 2, 3, 4

12,9, 1, OWS, 3, 4, 5, 6

12,9, 1, 8, 3, 4, 5, 1

12,9, 0, 8, 3, 4, 5, 2

ENDOF SERVICE LOADING (LSET) TABLE

ELEMENT CONNECTIVITY MAP TABLE

!NOTE: 25 maps maximum

!a.: generic name, 2 characters maximum

!b.: category, 1=simple; 2=valve; 3=support

!c.: number of connectivity nodes.

!d.: cp 0. if (cp 0 not equal t o 0 a node will be generatd)

!a. b. c. d.

3W, 2, 4, 4

4W, 2, 5, 5

AV, 2, 3, 3

CR, 1, 5, 5

EL, 1, 3, 3

ER, 1, 2, 0

FL, 1, 2, 0

HA, 3, 2, 0

MT, 1, 3, 3

PI, 1, 2, 0

NP, 1, 2, 0

RB, 1, 2, 0

RD, 1, 2, 0

RI, 1, 3, 3

TW, 1, 4, 4

TR, 1, 2, 0

TU, 1, 2, 0

TS, 1, 2, 0

TE, 1, 4, 4

TO, 1, 2, 0

VA, 2, 3, 3

ENDOF ELEMENT CONNECTIVITY MAP TABLE

ELEMENT PROPERTY / CONNECTIVITY TABLE

!NOTE:1-for this table, generic name, component type, and form type

are used to form the unique key to distinguish each record.

! records can be arbitary order.

! 2-for attribute pair: (0,0) means dummy, no value; (0,-n)

means reserved by PDSSTRESS interface system, wher e n = 1, ...

! 3-15 attribute pairs maximum (including user defined

attributes) for each table entry

!

37


!data base attributes reserved by interface system:

!-1 : Intergraph component id

!(0,-2) : special label

!(0,-3) : insulation unit weight (PI, RI)

!(0,-4) : insulation weight (component/instrument)

!(0,-5) : component, pipe thickness

!(0,-6) : seg. id

!(0,-7) : fitting type

!(0,-8) : flare radius, large end (RD, ER)

!(0,-9) : length, large end cylinder (RD, ER)

!(0,-10): flare radius, small end (RD, ER)

!(0,-11): length, small end cylinder (RD, ER)

!(0,-12): cone angle (RD, ER)

!(0,-13): pad angle (TR, TU, TW, TS, TO, TE)

!(0,-14): code name of code parameter data

!(0,-15): type descriptor (VA, AV, 3W)

!(0,-16): valve angle (VA, AV, 3W)

!(0,-17): hanger type

!(0,-18): local x (HA, BD, BE)

!(0,-19): local y (HA, BD, BE)

!(0,-20): end prep code. If this field (0,-..) then END PREP TABLE

will be output, else PDS end prep code text is output.

!(0,-21): segment length (miter) (EL, MT)

!(0,-22): dry unit weight (PI, RI)

!(0,-23): wet unit weight (PI, RI)

! FOR PIPING/TUBING—————————————————————–

!a.: generic name, maximum 2 characters.

!b.: component type: 1=component, 2=pipe, 3=instrument, 4=support

!c.: Intergraph component id

!d.: form type 0 = connectivity record, others = property records

!e.: pipe specification (special label)

!f.: tag (for component, if it’s engineered item then (3,3), else NULL

!g.: code name of code parameter

! a. b. c. d. e. f. g. h. i. j.

PI, 2, -1, 0, 0,-2, 50,2, 0,-14, !here for user defined DDLs

!e.: material code

!f.: dry weight (dry unit weight for PI)

!g.: wet weight (wet unit weight for PI)

!h.: intensification at component center

!i.: symbol i.d.

!j.: radius of curvature (RI only)

!k.: insulation unit weight

! a. b. c. d. e. f. g. h. i. j. k.

PI, 2, -1, 1, 50,21, 0,-22, 0,-23, 0,0, 12,15, 0,0, 0,-3

!e.: OD nominal

!f.: OD

!g.: end prep code.

!h.: thickness

!i.: pressure rating

!j.: segment id

! a. b. c. d. e. f. g. h. i. j.

PI, 2, -1, 3, 50,7, 50,8, 0,-20, 0,-5, 50,11, 0,-6

PI, 2, -1, 4, 50,7, 50,8, 0,-20, 0,-5, 50,11, 0,-6

! FOR NIPPLES————————————————————————-

NP, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

NP, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 34,19, 0,-3

NP, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

NP, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR BENT PIPE———————————————————————–

RI, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

RI, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 34,19, 0,-3

RI, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

RI, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR RIGID BODIES-COMPONENTS———————————————————-

RB, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

RB, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

RB, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

RB, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR RIGID BODIES-INSTRUMENTS——————————————————-

RB, 3, -1, 0, 0,-2, 67,2, 0,-14, !here for user defined DDLs

RB, 3, -1, 1, 67,15, 67,21, 67,22, 67,48, 12,15, 0,-7, 0,-4

RB, 3, -1, 3, 67,55, 67,56, 0,-20, 0,-5, 67,59, 0,-6

RB, 3, -1, 4, 67,68, 67,69, 0,-20, 0,-5, 67,72, 0,-6

! FOR ELBOWS & MITERS—————————————————————-

EL, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

EL, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

EL, 1, -1, 2, 34,19, 34,20, 34,30, 0,-21

EL, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

38


EL, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR FUTURE USE———————————————————————

MT, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

MT, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

MT, 1, -1, 2, 34,19, 34,20, 34,30, 0,-21

MT, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

MT, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR TEES—————————————————————————

TW, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

TW, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

TW, 1, -1, 2, 34,19, 0,-13, 34,20

TW, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

TW, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

TW, 1, -1, 5, 34,75, 34,76, 0,-20, 0,-5, 34,79, 0,-6

! FOR REINFORCING PADS—————————————————————

TR, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

TR, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

TR, 1, -1, 2, 34,19, 0,-13, 34,20

TR, 1, -1, 3, 34,49, 34,50, 34,51, 0,-5, 34,53, 0,-6

TR, 1, -1, 4, 34,62, 34,63, 34,64, 0,-5, 34,66, 0,-6

! FOR BRANCH COMPONENTS————————————————————–

TU, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

TU, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

TU, 1, -1, 2, 34,19, 0,-13, 34,20

TU, 1, -1, 3, 34,49, 34,50, 34,51, 0,-5, 34,53, 0,-6

TU, 1, -1, 4, 34,62, 34,63, 34,64, 0,-5, 34,66, 0,-6

! FOR SWEPOLETS———————————————————————-

TS, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

TS, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

TS, 1, -1, 2, 34,19, 0,-13, 34,20

TS, 1, -1, 3, 34,49, 34,50, 34,51, 0,-5, 34,53, 0,-6

TS, 1, -1, 4, 34,62, 34,63, 34,64, 0,-5, 34,66, 0,-6

! FOR TEES—————————————————————————

TE, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

TE, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 34,37, 0,-7, 0,-4

TE, 1, -1, 2, 34,19, 0,-13, 34,20

TE, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

TE, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

TE, 1, -1, 5, 34,75, 34,76, 0,-20, 0,-5, 34,79, 0,-6

! FOR OLETS————————————————————————–

TO, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

TO, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

TO, 1, -1, 2, 34,19, 0,-13, 34,20

TO, 1, -1, 3, 34,49, 34,50, 34,51, 0,-5, 34,53, 0,-6

TO, 1, -1, 4, 34,62, 34,63, 34,64, 0,-5, 34,66, 0,-6

! FOR CONCENTRIC REDUCERS————————————————————

RD, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

RD, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

RD, 1, -1, 2, 0,-8, 0,-9, 0,-10, 0,-11, 0,-12

RD, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

RD, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR ECCENTRIC REDUCERS————————————————————-

ER, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

ER, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

ER, 1, -1, 2, 0,-8, 0,-9, 0,-10, 0,-11, 0,-12

ER, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

ER, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR FLANGES————————————————————————

FL, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

FL, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

FL, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

FL, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR INLINE VALVES-COMPONENTS——————————————————-

VA, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

VA, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

VA, 1, -1, 2, 34,28, 0,-15, 0,-16

VA, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

VA, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR INLINE VALVES-INSTRUMENTS——————————————————

VA, 3, -1, 0, 0,-2, 67,2, 0,-14, !here for user defined DDLs

VA, 3, -1, 1, 67,15, 67,21, 67,22, 67,48, 12,15, 0,-7, 0,-4

VA, 3, -1, 2, 67,23, 0,-15, 0,-16

VA, 3, -1, 3, 67,55, 67,56, 0,-20, 0,-5, 67,59, 0,-6

VA, 3, -1, 4, 67,68, 67,69, 0,-20, 0,-5, 67,72, 0,-6

! FOR ANGLE VALVES-COMPONENTS——————————————————–

AV, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

AV, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

AV, 1, -1, 2, 34,28, 0,-15, 0,-16

39


AV, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

AV, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

! FOR ANGLE VALVES-INSTRUMENTS——————————————————-

AV, 3, -1, 0, 0,-2, 67,2, 0,-14, !here for user defined DDLs

AV, 3, -1, 1, 67,15, 67,21, 67,22, 67,48, 12,15, 0,-7, 0,-4

AV, 3, -1, 2, 67,23, 0,-15, 0,-16

AV, 3, -1, 3, 67,55, 67,56, 0,-20, 0,-5, 67,59, 0,-6

AV, 3, -1, 4, 67,68, 67,69, 0,-20, 0,-5, 67,72, 0,-6

! FOR CROSSES————————————————————————

CR, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

CR, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

CR, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

CR, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

CR, 1, -1, 5, 34,75, 34,76, 0,-20, 0,-5, 34,79, 0,-6

CR, 1, -1, 6, 34,88, 34,89, 0,-20, 0,-5, 34,92, 0,-6

! FOR 3-WAY VALVES-COMPONENTS———————————————————

3W, 1, -1, 0, 0,-2, 34,2, 0,-14, !here for user defined DDLs

3W, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

3W, 1, -1, 2, 34,28, 0,-15, 0,-16

3W, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

3W, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

3W, 1, -1, 5, 34,75, 34,76, 0,-20, 0,-5, 34,79, 0,-6

! FOR 3-WAY VALVES-INSTRUMENTS——————————————————-


3W, 3, -1, 1, 67,15, 67,21, 67,22, 67,48, 12,15, 0,-7, 0,-4

3W, 3, -1, 2, 67,23, 0,-15, 0,-16

3W, 3, -1, 3, 67,55, 67,56, 0,-20, 0,-5, 67,59, 0,-6

3W, 3, -1, 4, 67,68, 67,69, 0,-20, 0,-5, 67,72, 0,-6

3W, 3, -1, 5, 67,81, 67,82, 0,-20, 0,-5, 67,85, 0,-6

! FOR 4-WAY VALVES-COMPONENT———————————————————


4W, 1, -1, 1, 34,18, 34,26, 34,27, 34,42, 12,15, 0,-7, 0,-4

4W, 1, -1, 2, 34,28, 0,-15, 0,-16

4W, 1, -1, 3, 34,49, 34,50, 0,-20, 0,-5, 34,53, 0,-6

4W, 1, -1, 4, 34,62, 34,63, 0,-20, 0,-5, 34,66, 0,-6

4W, 1, -1, 5, 34,75, 34,76, 0,-20, 0,-5, 34,79, 0,-6

4W, 1, -1, 6, 34,88, 34,89, 0,-20, 0,-5, 34,92, 0,-6

! FOR 4-WAY VALVES-INSTRUMENT——————————————————–


4W, 3, -1, 1, 67,15, 67,21, 67,22, 67,48, 12,15, 0,-7, 0,-4

4W, 3, -1, 2, 67,23, 0,-15, 0,-16

4W, 3, -1, 3, 67,55, 67,56, 0,-20, 0,-5, 67,59, 0,-6

4W, 3, -1, 4, 67,68, 67,69, 0,-20, 0,-5, 67,72, 0,-6

4W, 3, -1, 5, 67,81, 67,82, 0,-20, 0,-5, 67,85, 0,-6

4W, 3, -1, 6, 67,94, 67,95, 0,-20, 0,-5, 67,98, 0,-6

! FOR PIPE SUPPORTS & HANGERS——————————————————–

HA, 4, -1, 0, 0,-2, 80,2, 0,-14, !here for user defined DDLs

HA, 4, -1, 1, 0,0, 80,15, 0,-17, 80,19

HA, 4, -1, 2, 80,28, 80,29, 80,30, 80,31, 80,32, 80,33

HA, 4, -1, 4, 0,-18, 0,-19

! local x local y

ENDOF ELEMENT PROPERTY / CONNECTIVITY TABLE

END PREPARATION TABLE

!NOTE: 2 character maximum for end prep.

0, BW !default

20, WN !flange

80, LJ !lap joint

300, BW !butt weld, as welded

310, FL !butt weld, flush

390, PL !plain end

420, SO !socket fitting

440, SP !screwed pipe joint

ENDOF END PREPARATION TABLE

FITTING NOMENCLATURE TABLE

!NOTE: 16 characters maximum for commodity code, 200 maximum codes

!234567890123456

DEFAULT, 0 !default

PAAAABBAAA, 2

WRAAABBAAA, 4

WAAAABBAAA, 23

LSBZZZZAAA, 21

VABBAALYAA, 19

WOAAABBAFA, 20

WAAAABBASA, 21

VBBWAAOHAA, 25

FAABBBBAAA, 18

40


FCV123, 17

VCBWAANHAA, 16

WOAAABBAAA, 15

VCABAAYYAA, 14

ENDOF FITTING NOMENCLATURE TABLE

HANGER TYPE TABLE

!NOTE: 50 attribute values maximum.

!a.: data base attribute value ( table 80, attribute 5)

!b.: hanger type, numeric values only

! a. b.

0, 99 ! default

1, 99 ! default

909, 99 ! anchor

911, 99 ! 1-way restraint

913, 99 ! 2-way restraint

923, 99 ! variable spring

927, 99 ! damping support

ENDOF HANGER TYPE TABLE

41


Lab 1 - Project Setup & Options File

1. In the project location create the following directories:

e:\pbs_train\stresse:\pbs_train\stress\inpute:\pbs_train\stress\output

2. Copy the delivered files to the project location using drag and drop:

c:\win32app\ingr\pdstress\dat\*.* -> e:\pbs_train\stress\input

3. Rename the options file:

defaults.dat -> stress.dat

4. Modify CL570 in theStandard Note Library to match the values in theCode Parameters DataTable section in thestress.dat file. Do not forget to post the unapproved data to the approveddatabase.

5. Modify the Intergraph Options Block section in thestress.dat file to reflect thefollowing node number convention:

First Node = 5Increment by = 5End Nodes Start = 6005Intermediate Node Start = 7005

You can change other option switches at your own discretion.

6. Add your third party stress software in theVendor Name section in thestress.dat file.

7. Modify the External Files section in thestress.dat file to reflect the project location.

8. Modify the Service Loading Table in the stress.dat file by removing the search criterialines and to reflect the following for the default condition:

DW + Normal Design Operation ConditionsHOT + Alternate Design Operating ConditionsCOLD + Normal Design Operation ConditionsWIND + Normal Design Operation Conditions

9. Modify the Fitting Nomenclature Table in the stress.dat file by removing the searchcriteria commodity codes.

10. Modify the Hanger Type Table in the stress.dat file to match the values in CL380 in theStandard Note Library .

11. When done modifying thestress.dat file, save it.

42

Generating Neutral Files________________

4. Generating Neutral Files

This section describes how to generate neutral files interactively.

Before Using This Command

You must have access to an existing PDS Piping model containing a completedpipeline.

Operating Sequence

1. Select the PDS icon.

The system displays the Plant Design System form.

2. Select Project Number

Select the PDS project from which the neutral file will be generated.

— THEN —

Select thePipe Stress Analysisbutton.

The system displays the Plant Design - Stress Analysis form.

43


3. Enter 3-D Model Number(s)

Select aModel No field and key in a valid model number. Do not key in the.dgnfilename.

The software checks the model number for validity and either accepts the entry andmoves the cursor to the nextModel No field or displays an error message in themessage field.

4. Select thePipeline Namesfield adjacent to theModel No field selected in the previousstep and key in a valid pipeline name. SeePipeline Names, page 47 for moreinformation on defining a pipeline name or stress analysis number.

The software accepts the entry and moves to the nextPipeline Namesfield.

5. Select theStress Output Node:Pathfield and key in the location of the neutral file.

TheStress Output location should be in the format:nodename:drive:\users\stress .

A default setting can be set forStress Outputby exporting thefollowing statement in thepds.cmd file.

$ENV{’STRESSPATH’} =’nodename:drive:\users\stress’;

6. SelectStress Options Filefield and key in the location of the options file.

44

Generating Neutral Files________________

TheStress Options Filelocation should be in the format:nodename:drive:\users\stress\defaults.dat .

If any setting of theStress Options Fileis changed after the completionof a previous run or before selectingAccept for the next run, thechanged setting is recognized by pressing Enter in theStress OptionsFile input field.

A default setting can be set forStress Options Fileby exporting thefollowing statement in thepds.cmd file.

$ENV{’STRESSOPTION’} =’nodename:drive:\users\stress\defaults.dat’;

7. Select theConfirm button to accept the data displayed on the form and begingenerating the neutral file.

The system displays the message:

Creating Neutral File

When the neutral file generation is completed, the system displays a status form.

The status form displays any processing information, warning messages and/or error messagesthat occur during the generating process. Use the scroll bar and buttons to scroll through theinformation displayed on the status screen. Refer to the sectionWarning and ErrorMessagesfor detailed descriptions of each warning and error message.

45


4.1 Model Files

TheModel Number (model file) is a PDS Piping or Equipment Modeling file to beconsidered for stress analysis. You can specify up to eight files.

Equipment Modeling files must be specified in order to generate nozzles in theneutral file.

The first model number entered is considered to be theprimary file and must be a Piping fileandNOTan Equipment Modeling file. Any reference database (RDB) data accessed duringstress analysis is obtained via the primary model (through its type 63 data).

RDB data accessed by the PD_Stress Analysis Interface product and properly attached to theprimary file includes:

Material/Specification Database

Graphic Commodity Library

Physical Commodity Libraries

Piping Job Spec Tables Library

Standard Notes Library

Material Descriptions Library

Specialty and Instrument Descriptions Library

Label Description Library

Miscellaneous data stored in the design file itself.

A Model No is considered invalid if the number is longer than fourteen characters or if thenumber contains a underbar (_) characters or if it does not exist in the project database.

An empty carriage return in any of these fields moves the cursor to thePipeline Namesfield.

46

Pipeline Names________________

4.2 Pipeline Names

ThePipeline Namesare pipe lines to be extracted into a single neutral file. You can specifyup to eight pipeline names.

The specified linesmustbe connected in the Piping model files. Because you are specifying anetwork of piping segments, you mustnot specify multiple disconnected piping sections suchas vessel trim piping. For the lines to be connected, the segments that form these lines mustalso be connected.

You can identify the pipelines you want to extract byline name substringor byStressAnalysis ID. The method you choose depends on the options you set in the options file.

In either method, you identify the piping network to extract by specifying piping segmentattributes. Piping segments usually correspond only to sections of piping andnot to an entirepipeline (unless the line is trivial). Enter the pipeline name(s) in the available fields.

An empty carriage return in any of these fields moves the cursor to theStress Output Nodefield.

4.2.1 Extraction by Line Name Substring

When extracting by line name substring, you should key in any substring of the full PDS linename that uniquely identifies the pipeline you want to include in the neutral file. This methodis the default way of identifying pipelines to extract.

Example 1

If the line name is 6IN-OWS10111-1C0031, you can use the substring OWS10111 to identifythis line. You may not want to use 1C0031 because it is the spec name component of the linename and it would identify more than one line in the model. Likewise, you might not want touse 6IN-OWS10111 because it will only extract sections that have a NPD of 6 inches. Thiscould be a problem if multiple 6 inch sections are connected together by sections that are not 6inches.

Extraction may fail if:

The line name substring you want to extract, exists with lines that aresimilarly namedin the same models.

The substring you want to extract is also a substring of another line name.

When this type of extraction failure occurs, amultiple disconnected segmentsexisterror message might be displayed.

47


Example 2

If the line that you want to extract is 8IN-OWS1011-1C0031 and you use the substringOWS1011, you inadvertently specified that you want to extract 6IN-OWS10111-1C0031because OWS1011 is a substring of OWS10111.

To avoid this conflict:

specify a larger substring of the line name for the line you want to extract.

In the case above, the larger substring may be -OWS1011-. Byincluding the dashes the substring specified is no longer a substring of6IN-OWS10111-1C0031.

specify the line IDs of the lines you want to extract.

4.2.2 Extraction By Stress Analysis ID

The Stress Analysis ID is a segment attribute (table 12, column 52) in the design database thatyou must set prior to running the software. To extract by Stress Analysis ID, you mustestablish the proper option in the Options File.

Assumptions about Line Names

The following assumptions are made concerning line name changes in the 3D model:

Branch components like olets areownedby the header to which they are attached. Foran identified line, all of the olets (or olet-like components) are extracted with that line.It is not necessary to break the segment underneath the olet and change the line name sothat the header owns it.

Branch components like tee’s (for example, tee’s, 3-way valves) are alsoownedby theheader. The header is defined as the part of the line that contains the run of the tee(from connect point 1 to connect point 2). Again, it isnot necessary to break thesegment underneath the branch of the component and give it the header line name.

48

Lab 2 - Generate a Neutral File________________

Lab 2 - Generate a Neutral File

1. Modify the PDS.CMDfile to reflect the stress path and options file location:

$ENV{’STRESSPATH’} = ’nodename:E:\PBS_TRAIN\STRESS\OUTPUT\’;

$ENV{’STRESSOPTION’} =’nodename:E:\PBS_TRAIN\STRESS\INPUT\STRESS.DAT’;

2. Enter thePipe Stress Analysismodule. ForModel No, key in pstress and estress . ForPipelineNames, key in 112901 . Then selectAccept.

3. If any errors occur, fix them and repeat step 2 until there are no more errors.

4. Review the output files you have generated.









13. Review the output files you have generated.

49


50

The Stress Analysis Neutral File________________

5. The Stress Analysis Neutral File

5.1 Neutral File Format

The neutral file produced by the PD_Stress Analysis Interface consists of eight sections ofdata. Each section of the file is composed of one or more records in the neutral file. Eachrecord is composed of several fields. Fields in neutral file records are separated by commas.

Records in each section of the neutral file generally begin with a fixed keyword. When theneutral file is generated from a metric model file, the keywords add the prefix M (for example,NODE becomes MNODE).

Different sections of the file are related to each other through pointers. For example,temperatures and pressures stored at the segment level in a 3D model are generated in the filesection where the record keyword is LOAD.

Data about each component in a network is put in a file section where records begin withPROP. A common text string (the pointer) in each of the record types associates a set oftemperatures and pressures with a given component. These pointers keep the file reasonablycompact.

The data contained in each section of the neutral file is outlined below:

Section 1 Set of comment records (with an exclamation mark in column one) listing all of themodel files and line names used in the extraction. The date and time of the run is alsoincluded.

Section 2 Single record containing fields that identify the run. (Use of this record is not fullysupported at this time.)

Section 3 Several records, each beginning with the keyword LOAD, which contain thetemperatures and pressures of each piping segment in the piping network.

The second field contains a segment ID or pointer that is used to associate a set oftemperatures and pressures with a given component. More than one LOAD record maybe generated for a segment depending on how many temperature/pressure pairs you puton a single record.

Section 4 Records that begin with the keyword LSET. These records specify thetemperature/pressure pair used from each segment when analyzing the line for differentloading conditions (that is, deadweight, cold condition, hot condition and windcondition cases). The PD_Stress Analysis Interface puts values in these records basedupon criteria you specified in the options file. (Refer to the Options File section formore information.)

51

PDS Stress Analysis Interface User’s Guide - July 2001________________ Section 5 Records beginning with keyword CODE. A CODE record is generated for each unique

value of the analysis code attribute stored in the piping segment entities. Eachcomponent has a pointer pointing back to one of these CODE records.

Section 6 Set of records for each component in the network. The first record of each set is anoverall component record. It does not begin with a keyword. Instead, the first fieldconsists of the component name obtained from the PDS to Stress Interface SymbolMap.

The second field contains a component ID or pointer that groups this record with therecords that follow for the same component. This first record also contains networkconnectivity information through a list of node numbers corresponding to thecomponent. Node numbering conventions for components are discussed later in thissection.

Following this first record are a series of records each of which begin with the keywordPROP. Each PROP record contains the component ID pointing back to the overallcomponent record. Each of these records also has a form type identifying the datacontained on the PROP record.

Data held in PROP records is of two types:

- component type data. For example a bent pipe PROP record might contain thebend radius and the bend angle.

- connect point data. This data includes size and schedule. It also includes thesegment pointer that associates each connect point with LOAD and LSET records.

Section 7 Records beginning with the keyword LNOD. These records are generated at equipmentnozzles (indicating that the nozzle is an anchor) and when data associated with a pipesupport indicates that the support is acting as a node restraint. When a support acts onlyas a restraint, the component records are not generated for it. LNOD records definewhich directions and/or rotations are restrained at a node.

Section 8 Records beginning with the keyword NODE. These records hold the coordinate of eachnode in the network.

The overall file structure is outlined in general form below:

!! Comments!

LOAD, SEGID1, T1, P1, T2, P2, ...LOAD, SEGID2, T1, P1, T2, P2, ...

.

.

.LOAD, SEGIDn, T1, P1, T2, P2, ...

LSET, SEGID1, ...LSET, SEGID2, ...

52

The Stress Analysis Neutral File________________

.

.

.LSET, SEGIDn, ...

CODE, CODEID1, ...CODE, CODEID2, ...

.

.

.CODE, CODEIDn, ...

NAME1, COMPID1, CODEID1, ... N1, N2PROP, NAME1, COMPID1, FORM1, ...

.

.

.PROP, NAME1, COMPID1, FORMn, ... , SEGID1PROP, NAME1, COMPID1, FORMm, ... , SEGID1NAME2, COMPID2, CODEID1, ... N3, N4, N5PROP, NAME2, COMPID2, FORM1, ...

.

.

.PROP, NAME2, COMPID2, FORMn, ... , SEGID1PROP, NAME2, COMPID2, FORMm, ... , SEGID2PROP, NAME2, COMPID2, FORMo, ... , SEGID3

.

.

.NAMEn, COMPIDn, CODEIDn, ... , Nm, NmPROP, NAMEn, COMPIDn, FORM1, ...

.

.

.PROP, NAME2, COMPID2, FORMn, ... , SEGIDnPROP, NAME2, COMPID2, FORMm, ... , SEGIDn

LNOD, Nn, ...LNOD, Nm, ...

NODE, N1, x1, y1, z1NODE, N2, x2, y2, z2,

.

.

.NODE, Nn, xn, yn, zn

Within the form or skeleton outlined above, you can map attributes from the database into theneutral file by modifying the stress analysis options file.

53


5.2 Detailed Record Descriptions

INFOLOADLSETCODELNODNODE

5.2.1 INFO Record

The general INFO record format is:

INFOModel Design File(s)Line name(s)DatePDSSTR versionUNITSVENDORDRAW

where:

INFO is the record keyword

ModelDesignFile(s)

is the name of the model design file

LineName(s)

is the name of the line

Date is the creation date and time of the neutral file

PDSSTRversion

is the PD_STRESS version number

UNITS are the units used in the neutral file

VENDOR is the name of the vendor of the third party stress analysis software

DRAW is the name of the drawing presented in the neutral file

54

Detailed Record Descriptions________________

Sample INFO Record

! Model Design file(s) : lee! Line name(s) : 36310! Date : 24-NOV-1999 14:48:22

PDSSTR version 06.04.00.13UNITS, IN, LBVENDOR, TRIFLEX Rel 2.6.8 Aug 97DRAW,36310,36310

5.2.2 LOAD Record

The general LOAD record format is:

LOAD, segid, i, j, Ti, Pi, ... , Tj, Pj

where:

LOAD is the record keyword (MLOAD for metric models)

segid is apointerused to associate a LOAD record with each component in the pipingnetwork

i is the subscript of the lowest pressure/temperature pair on the record

j is the subscript of the highest pressure/temperature pair on the record. Recordelementsi andj define a range of subscripts.

Tn,Pn is a pressure/temperature pair of subscriptn

Sample LOAD Record

LOAD, B00031G, 1, 3, 100.00, 100.00, 102.00, 102.00, 103.00, 103.00LOAD, B00031G, 4, 6, 100.00, 100.00, 102.00, 102.00, 106.00, 106.00

5.2.3 LSET Record

The general format of the LSET record is as follows:

LSET, segid, s1, s2, s3, s4

where:

LSET is the record keyword

55


segid is the segment pointer used to associate an LSET record with each component in thepiping network

s1 identifies the pressure/temperature pair used when analyzing under case 1 conditions(for example, deadweight)

s2 identifies the pressure/temperature pair used when analyzing under case 2 conditions(for example, hot)

s3 identifies the pressure/temperature pair used when analyzing under case 3 conditions(for example, cold)

s4 identifies the pressure/temperature pair used when analyzing under case 4 conditions(for example, wind)

In the options file, you can either hard code the numbers that are actually placed in LSETrecords for each segment or you can set them based upon the value of any attribute stored inthe segment.

Sample LSET Record

LSET, B00031G,3,6,5,3

5.2.4 CODE Record

The general format of a code record is:

CODE, codeid, string

where:

CODE is the record keyword

codeid is a label used to associate each component in the piping network with a CODE record

string is a string defining the analysis code name

Sample CODE Record

CODE,CODE20,ASME2,1982,A

56


5.2.5 Component Records

Overall ComponentPROP

5.2.5.1 Overall Component Record

The general form of the overall component record is:

name, compid, codeid, data, nodes

where:

name is the component name obtained from the PDS to stress interface symbol map

compid is a label uniquely identifying the component (much the same as the segment IDuniquely identifies a segment)

codeid is the label pointing back to a particular CODE record

data is a list of component attributes defined by you in the options file that apply to thecomponent as a whole and are not specific to the component type. These attributesmay come from either the segment or component entities.

nodes is the node list for the component. The node list defines the node numbers for eachnode of the component. The number of nodes in the node list is a function of thecomponent type. The nodes are ordered in the list so that the first corresponds toconnect point 1, the second to connect point 2 and so on. Refer to the NodeNumbering Conventions section for more information.

Sample Overall Component Record

PI, 5B00031G,6"STDPAAAAAWAAA,,CODE20, 5, 10

5.2.5.2 PROP Record

The general form of a PROP record is:

PROP, name, compid, form, data

where:

PROP is the record keyword (MPROP for metric models)

57


name is the component name and is the same name as appears on the overall componentrecord.

compid is the unique ID of the component which also appears on the overall component record

form is a form number you defined in the options file. The component name together withthe form number uniquely defines the data that follows on the record.

data is a list of attributes you defined in the options file. Each component type and formnumber combination has its own set of attributes.

Sample PROP Record

PROP,PI, 5B00031G, 1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B00031G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,PI, 5B00031G, 4,6.0,6.625000,BW,0.28,, B00031G

5.2.6 LNOD Record

The general format of the LNOD record is:

LNOD, node, type, service, Dx, Dy, Dz, Ax, Ay, Az

where:

LNOD is the record keyword

node is the restrained node number

type identifies the action taking place at the node. Currently the only allowed value for thisitem is RE (for restraint).

Dx is set to 1 if the node is restrained in the x direction and 0 if not

Dy is set to 1 if the node is restrained in the y direction and 0 if not

Dz is set to 1 if the node is restrained in the z direction and 0 if not

Ax is set to 1 if rotation is restrained about the x axis and 0 if not

Ay is set to 1 if rotation is restrained about the y axis and 0 if not

Az is set to 1 if rotation is restrained about the z axis and 0 if not

Using this record requires that movement be restrained in both the positive andnegative directions.

58


Sample LNOD Record

LNOD, 10,RE, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0

When Intergraph option switch 17 is set to a one a second LNOD record will be generatedwith the following format.

LNOD, node, type, service, NX, NY, NZ, AX, AY, AZ

where:

LNOD is the record keyword

node is the restrained node number

type identifies the action taking place at the node. Currently, the only allowed value for thisitem is MV (for movement).

service identifies the service condition. Currently the only allowed value for this item is 1.

NX is the nozzle normal thermal growth in the X direction. Refer to the equipment schematable 22 column 19.

NY is the nozzle normal thermal growth in the Y direction. Refer to the equipment schematable 22 column 20.

NZ is the nozzle normal thermal growth in the Z direction. Refer to the equipment schematable 22 column 21.

AX is the nozzle alternate thermal growth in the X direction. Refer to the equipmentschema table 22 column 22.

AY is the nozzle alternate thermal growth in the Y direction. Refer to the equipmentschema table 22 column 23.

AZ is the nozzle alternate thermal growth in the Z direction. Refer to the equipmentschema table 22 column 24.

Sample LNOD Record

LNOD, 10,MV, 1, 0.0500, 0.0000, 0.0000, 0.0750, 0.0000, 0.0000

59


5.2.7 NODE Record

The general format of the NODE record is:

NODE, node, x, y, z, flag, intens

where:

NODE is the record keyword (MNODE with a metric model)

node is the node number of the node

x,y,z is the coordinate of the node in subunits (in or mm)

flag is a coordinate system identifier

intens is a stress intensification factor to be applied to the node. This value is not calculatedbut taken from a database attribute you already set.

Sample NODE Record

NODE, 5, 0.000000, 0.000000, 0.000000, 2, 0.000000NODE, 10, 18.000000, 0.000000, 0.000000, 2, 0.000000NODE, 15, 36.000000, 0.000000, 0.000000, 2, 0.000000NODE, 20, 45.000000, 9.000000, 0.000000, 2, 0.000000NODE, 25, 45.000000, 33.000000, 0.000000, 2, 0.000000NODE, 30, 47.652067, 39.401083, 0.000000, 2, 0.000000NODE, 35, 56.137303, 47.886319, 0.000000, 2, 0.000000NODE, 40, 62.538386, 50.536909, 0.000000, 2, 0.000000NODE, 45, 74.538386, 50.536909, 0.000000, 2, 0.000000NODE, 50, 80.163386, 6.724409, 0.000000, 2, 0.000000NODE, 55, 80.163386, 17.349409, 0.000000, 2, 0.000000NODE, 60, 80.163386, 20.911909, 0.000000, 2, 0.000000NODE, 65, 80.163386, 44.911909, 0.000000, 2, 0.000000NODE, 70, 85.788386, 50.536909, 0.000000, 2, 0.000000NODE, 75, 97.788386, 50.536909, 0.000000, 2, 0.000000NODE, 80, 103.288386, 50.536909, 0.000000, 2, 0.000000NODE, 85, 127.288386, 50.536909, 0.000000, 2, 0.000000NODE, 90, 127.288386, 50.536909, 3.093012, 2, 0.000000NODE, 95, 127.288386, 50.536909, 6.093012, 2, 0.000000NODE, 100, 127.288386, 50.536909, 8.468012, 2, 0.000000NODE, 6005, -1.750000, 0.000000, 0.000000, 2, 0.000000NODE, 6010, 18.000000, 0.000000, -4.921260, 2, 0.000000NODE, 6015, 80.163386, 3.161909, 0.000000, 2, 0.000000NODE, 6020, 127.288386, 50.536909, 14.468012, 2, 0.000000NODE, 6025, 151.288386, 50.536909, 0.000000, 2, 0.000000NODE, 7005, 45.000000, 0.000000, 0.000000, 2, 0.000000NODE, 7010, 45.000492, 36.749508, 0.000000, 2, 0.000000NODE, 7015, 58.788878, 50.536909, 0.000000, 2, 0.000000NODE, 7020, 80.163386, 50.536909, 0.000000, 2, 0.000000NODE, 7025, 80.163386, 12.036909, 0.000000, 2, 0.000000NODE, 7030, 127.288386, 50.536909, 7.280512, 2, 0.000000

60

Node Numbering Conventions________________

5.3 Node Numbering Conventions

The last set of fields generated on each overall component record is the node number set forthe component. The node number set identifies the node number of each node on acomponent. The following conventions are used in assigning the node numbers in the set:

Straight through components (pipe, reducer, rigid bodies, flanges, etc.)

Only the connect points are given nodes. These types of components will only havetwo nodes. Internal nodes are never generated.

Straight through valves with hand-wheel operators

Nodes 1 and 2 are generated at the valve connect points. Node 3 is generated at thevalve center. If the valve operator has a center-of-gravity defined, a fourth node isgenerated at the center-of-gravity.

Tee type components

Nodes 1 and 2 are generated at the connect points on the run of the tee. Node 3 isgenerated at the branch connect point and node 4 is generated at the center of the tee.

Olet and branch weld type components

Only two nodes are generated, one for each connect point.

Elbows and bent pipe

Nodes 1 and 2 are generated at connect points. Node 3 is generated at the componentorigin.

Eccentric reducers

Nodes 1 and 2 correspond to the two connect points. Elements 3, 4, and 5 in the nodelist are the components of a vector that orients the flat side of the reducer.

Two-way valves

Nodes 1 and 2 are generated at the connect points. Node 3 is generated at thecomponent center. If the valve operator has a center of gravity, node 4 is generated atthe center of gravity.

Three-way valves

Nodes 1 and 2 are generated at the connect points from the run of the valve. Node 3 isgenerated at the branch connect point and node 4 is generated at the component center.If the valve operator has a center of gravity defined, node 5 is generated at the center ofgravity.

61

PDS Stress Analysis Interface User’s Guide - July 2001________________ Pipe supports

Pipe supports that are not converted to node restraints by the interface will have twonodes. The first node is generated at the point that the pipe support attaches to the pipeline. The second node is a dummy node and simply defines an orientation for thesupport.

To a certain extent, you can control the node numbers assigned to nodes. You do this usingthe options file options. The PD_Stress Analysis Interface distinguishes between three typesof nodes in a piping network:

nodes at connections between components

nodesinternal to components (nodes at the center of elbows or valves)

nodes at network endpoints.

You can specify the starting node number for each of the different node types. For nodes atcomponent connections, you can also specify the increment to use in generating the next nodenumber. Refer to the Options File section for more information.

62

Example Neutral File________________

5.4 Example Neutral File

! Model Design file(s) : lee! Line name(s) : 36310! Date : 24-NOV-1999 14:48:22

PDSSTR version 06.04.00.13UNITS, IN, LBVENDOR, TRIFLEX Rel 2.6.8 Aug 97DRAW,36310,36310LOAD, B00031G, 1, 3, 100.00, 100.00, 102.00, 102.00, 103.00, 103.00LOAD, B00031G, 4, 6, 100.00, 100.00, 102.00, 102.00, 106.00, 106.00LSET, B00031G,3,6,5,3LOAD, B00033G, 1, 3, 100.00, 100.00, 102.00, 102.00, 103.00, 103.00LOAD, B00033G, 4, 6, 100.00, 100.00, 102.00, 102.00, 106.00, 106.00LSET, B00033G,3,6,5,3LOAD, B00032G, 1, 3, 100.00, 100.00, 102.00, 102.00, 103.00, 103.00LOAD, B00032G, 4, 6, 100.00, 100.00, 102.00, 102.00, 106.00, 106.00LSET, B00032G,3,6,5,3LOAD, B00034G, 1, 3, 100.00, 100.00, 102.00, 102.00, 103.00, 103.00LOAD, B00034G, 4, 6, 100.00, 100.00, 102.00, 102.00, 106.00, 106.00LSET, B00034G,3,6,5,3LOAD, B00036G, 1, 3, 100.00, 100.00, 102.00, 102.00, 103.00, 103.00LOAD, B00036G, 4, 6, 100.00, 100.00, 102.00, 102.00, 106.00, 106.00LSET, B00036G,3,6,5,3LOAD, B00035G, 1, 3, 100.00, 100.00, 102.00, 102.00, 103.00, 103.00LOAD, B00035G, 4, 6, 100.00, 100.00, 102.00, 102.00, 106.00, 106.00LSET, B00035G,3,6,5,3CODE,CODE20,ASME2,1982,ARB, 3B00051G,6"STDWCAAAAWAAA,,CODE20,6005, 5PROP,RB, 3B00051G, 1,A234-WPB,6.400000,-32768.000000,0.000000,-32768.000000,0,0.0PROP,RB, 3B00051G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,RB, 3B00051G, 4,0.0,0.000000,BW,0.0,,PI, 5B00031G,6"STDPAAAAAWAAA,,CODE20, 5, 10PROP,PI, 5B00031G, 1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B00031G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,PI, 5B00031G, 4,6.0,6.625000,BW,0.28,, B00031GEL, 3B00052G,6"STDWAAAAAWAAA,,CODE20, 15, 20,7005PROP,EL, 3B00052G, 1,A234-WPB,24.000000,-32768.000000,0.000000,-32768.000000,0,-1151172054602.14PROP,EL, 3B00052G, 2,9.000000,90.000000,0,0.0PROP,EL, 3B00052G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,EL, 3B00052G, 4,6.0,6.625000,BW,0.28,, B00031GPI, 5B00032G,6"STDPAAAAAWAAA,,CODE20, 20, 25PROP,PI, 5B00032G, 1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B00032G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,PI, 5B00032G, 4,6.0,6.625000,BW,0.28,, B00031GEL, 3B00054G,6"STDWADAAAWAAA,,CODE20, 25, 30,7010PROP,EL, 3B00054G, 1,A234-WPB,12.000000,-32768.000000,0.000000,-32768.000000,0,-479655022750.89PROP,EL, 3B00054G, 2,9.053301,45.000000,0,0.0PROP,EL, 3B00054G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,EL, 3B00054G, 4,6.0,6.625000,BW,0.28,, B00031GPI, 5B00033G,6"STDPAAAAAWAAA,,CODE20, 30, 35PROP,PI, 5B00033G, 1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B00033G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,PI, 5B00033G, 4,6.0,6.625000,BW,0.28,, B00031GEL, 3B00055G,6"STDWADAAAWAAA,,CODE20, 35, 40,7015PROP,EL, 3B00055G, 1,A234-WPB,12.000000,-32768.000000,0.000000,-32768.000000,0,-479655022750.89PROP,EL, 3B00055G, 2,9.053301,45.000000,0,0.0PROP,EL, 3B00055G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,EL, 3B00055G, 4,6.0,6.625000,BW,0.28,, B00031GPI, 5B00034G,6"STDPAAAAAWAAA,,CODE20, 40, 45PROP,PI, 5B00034G, 1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B00034G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,PI, 5B00034G, 4,6.0,6.625000,BW,0.28,, B00031GTW, 3B00056G,6"STDWTAAAAWAAA,,CODE20, 45, 70, 65,7020PROP,TW, 3B00056G, 1,A234-WPB,29.000000,-32768.000000,0.000000,-32768.000000,0,-1079223801189.51PROP,TW, 3B00056G, 2,0.000000,0.0,90.000000PROP,TW, 3B00056G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,TW, 3B00056G, 4,6.0,6.625000,BW,0.28,, B00033GPROP,TW, 3B00056G, 5,6.0,6.625000,BW,0.28,, B00032GHA, 8B00006G,,PS-010,CODE20, 10,6010PROP,HA, 8B00006G, 1,,45.000000,99,0PROP,HA, 8B00006G, 2,0.000000,12.000000,0.000000,0.000000,0.000000,0.000000PROP,HA, 8B00006G, 4,1.0,0.0,0.0,0.0,0.0,1.0

63


PI, 5B00037G,6"STDPAAAAAWAAA,,CODE20, 65, 60PROP,PI, 5B00037G,

1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B00037G, 3,6.0,6.625000,BW,0.28,, B00032GPROP,PI, 5B00037G, 4,6.0,6.625000,BW,0.28,, B00032GFL, 3B0005BG,6"STDFAAABAWAAA,,CODE20, 55, 60PROP,FL, 3B0005BG, 1,A105,24.000000,-32768.000000,0.000000,-32768.000000,0,-223824064729.26PROP,FL, 3B0005BG, 3,6.0,11.000000,WN,0.0,CL150, B00032GPROP,FL, 3B0005BG, 4,6.0,6.625000,BW,0.28,CL150, B00032GVA, 3B0005CG,6"VAABAHCCAA,,CODE20, 55, 50,7025PROP,VA, 3B0005CG, 1,A216-WCB,175.000000,-32768.000000,0.000000,-32768.000000,0,-671517031851.25PROP,VA, 3B0005CG, 2,0.000000,GTE,1.0,0.0,0.0PROP,VA, 3B0005CG, 3,6.0,6.625000,WN,0.0,CL150, B00032GPROP,VA, 3B0005CG, 4,6.0,6.625000,WN,0.0,CL150, B00032GFL, 3B0005DG,6"STDFAAABAWAAA,,CODE20, 50,6015PROP,FL, 3B0005DG, 1,A105,24.000000,-32768.000000,0.000000,-32768.000000,0,-223824064729.26PROP,FL, 3B0005DG, 3,6.0,11.000000,WN,0.0,CL150, B00032GPROP,FL, 3B0005DG, 4,6.0,6.625000,BW,0.28,CL150, B00032GPI, 5B00035G,6"STDPAAAAAWAAA,,CODE20, 70, 75PROP,PI, 5B00035G, 1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B00035G, 3,6.0,6.625000,BW,0.28,, B00033GPROP,PI, 5B00035G, 4,6.0,6.625000,BW,0.28,, B00033GRD, 3B00057G,6"x4"STDWRAAAAWAAA,,CODE20, 75, 80PROP,RD, 3B00057G, 1,A234-WPB,8.000000,-32768.000000,0.000000,-32768.000000,0,-351758424361.63PROP,RD, 3B00057G, 2,0.0,0.0,0.0,0.0,0.0PROP,RD, 3B00057G, 3,6.0,6.625000,BW,0.28,, B00033GPROP,RD, 3B00057G, 4,4.0,4.500000,BW,0.237,, B00034GPI, 5B00036G,4"STDPAAAAAWAAA,,CODE20, 80, 85PROP,PI, 5B00036G, 1,A53-B,0.8992E+00,0.4600E+00,,-32768.000000,,-0.6396E+11PROP,PI, 5B00036G, 3,4.0,4.500000,BW,0.237,, B00034GPROP,PI, 5B00036G, 4,4.0,4.500000,BW,0.237,, B00034GTO, 3B00058G,4"x1"WOBSABQAFA,,CODE20, 85, 90PROP,TO, 3B00058G, 1,A105,0.600000,-32768.000000,0.000000,-32768.000000,0,-197883346263.91PROP,TO, 3B00058G, 2,0.000000,0.0,90.000000PROP,TO, 3B00058G, 3,4.0,4.500000,BE,0.0,, B00034GPROP,TO, 3B00058G, 4,1.0,1.315000,SWE,0.0,CL3000, B00036GNP, 3B00059G,1"160POCAAAOAAE,,CODE20, 90, 95PROP,NP, 3B00059G, 1,A106-B,0.950000,0.000000,0.000000,-32768.000000,3.000000,-0.6396E+11PROP,NP, 3B00059G, 3,1.0,1.315000,BW,0.25,, B00036GPROP,NP, 3B00059G, 4,1.0,1.315000,BW,0.25,, B00036GVA, 3B0005AG,1"VDDSAUIAAA,,CODE20, 95, 100,7030PROP,VA, 3B0005AG, 1,A105,5.200000,-32768.000000,0.000000,-32768.000000,0,-151915375826.86PROP,VA, 3B0005AG, 2,0.000000,BAL,0.0,1.0,0.0PROP,VA, 3B0005AG, 3,1.0,1.315000,SO,0.0,CL600, B00036GPROP,VA, 3B0005AG, 4,1.0,1.315000,SO,0.0,CL600, B00036GPI, 5B00038G,1"XSPADAAAWAAE,,CODE20, 100,6020PROP,PI, 5B00038G, 1,A106-B,0.1808E+00,0.2583E-01,,-32768.000000,,-0.6396E+11PROP,PI, 5B00038G, 3,1.0,1.315000,BW,0.179,, B00036GPROP,PI, 5B00038G, 4,1.0,1.315000,BW,0.179,, B00036GPI, 5B07531G,4"STDPAAAAAWAAA,,CODE20, 85,6025PROP,PI, 5B07531G, 1,A53-B,0.8992E+00,0.4600E+00,,-32768.000000,,-0.6396E+11PROP,PI, 5B07531G, 3,4.0,4.500000,BW,0.237,, B00035GPROP,PI, 5B07531G, 4,4.0,4.500000,BW,0.237,, B00035GPI, 5B07532G,6"STDPAAAAAWAAA,,CODE20, 10, 15PROP,PI, 5B07532G, 1,A53-B,0.1581E+01,0.1043E+01,,-32768.000000,,-0.6395E+11PROP,PI, 5B07532G, 3,6.0,6.625000,BW,0.28,, B00031GPROP,PI, 5B07532G, 4,6.0,6.625000,BW,0.28,, B00031GNODE, 5, 0.000000, 0.000000, 0.000000, 2, 0.000000NODE, 10, 18.000000, 0.000000, 0.000000, 2, 0.000000NODE, 15, 36.000000, 0.000000, 0.000000, 2, 0.000000NODE, 20, 45.000000, 9.000000, 0.000000, 2, 0.000000NODE, 25, 45.000000, 33.000000, 0.000000, 2, 0.000000NODE, 30, 47.652067, 39.401083, 0.000000, 2, 0.000000NODE, 35, 56.137303, 47.886319, 0.000000, 2, 0.000000NODE, 40, 62.538386, 50.536909, 0.000000, 2, 0.000000NODE, 45, 74.538386, 50.536909, 0.000000, 2, 0.000000NODE, 50, 80.163386, 6.724409, 0.000000, 2, 0.000000NODE, 55, 80.163386, 17.349409, 0.000000, 2, 0.000000NODE, 60, 80.163386, 20.911909, 0.000000, 2, 0.000000NODE, 65, 80.163386, 44.911909, 0.000000, 2, 0.000000NODE, 70, 85.788386, 50.536909, 0.000000, 2, 0.000000NODE, 75, 97.788386, 50.536909, 0.000000, 2, 0.000000NODE, 80, 103.288386, 50.536909, 0.000000, 2, 0.000000NODE, 85, 127.288386, 50.536909, 0.000000, 2, 0.000000NODE, 90, 127.288386, 50.536909, 3.093012, 2, 0.000000NODE, 95, 127.288386, 50.536909, 6.093012, 2, 0.000000NODE, 100, 127.288386, 50.536909, 8.468012, 2, 0.000000NODE, 6005, -1.750000, 0.000000, 0.000000, 2, 0.000000

64

Example Neutral File________________

NODE, 6010, 18.000000, 0.000000, -4.921260, 2, 0.000000NODE, 6015, 80.163386, 3.161909, 0.000000, 2, 0.000000NODE, 6020, 127.288386, 50.536909, 14.468012, 2, 0.000000NODE, 6025, 151.288386, 50.536909, 0.000000, 2, 0.000000NODE, 7005, 45.000000, 0.000000, 0.000000, 2, 0.000000NODE, 7010, 45.000492, 36.749508, 0.000000, 2, 0.000000NODE, 7015, 58.788878, 50.536909, 0.000000, 2, 0.000000NODE, 7020, 80.163386, 50.536909, 0.000000, 2, 0.000000NODE, 7025, 80.163386, 12.036909, 0.000000, 2, 0.000000NODE, 7030, 127.288386, 50.536909, 7.280512, 2, 0.000000

65


66

Interpreting the HITS Report________________

6. Interpreting the HITS Report

The HITS report is a diagnostic tool generated by the Intergraph interface to PDSTRESS.You can use this report to analyze the data collected from the 3-D piping model when aproblem extracting an isometric occurs. This report can help you determine whether or notthe problem exists in your model, in the PDSTRESS interface or in PDSTRESS itself.

The HITS report filename is formed from the output isometric design filename. Isometricdesign filename is concatenated with the file extension.h. For example, if the isometricdesign filename is OWS1101.ISO then the HITS report filename will be OWS1101.h. Thereport is created in the default directory at the time the iso is created.

One of the options in the PDSTRESS interface options file allows you to generate a HITSreport only and not an intermediate data file (IDF). You may not always want to generate anIDF with a HITS report. The run time to generate both an IDF and a HITS report issignificantly longer than the run time to generate a HITS report only.

67


6.1 Example HITS Report

The following section discusses an example of a HITS report. The HITS report is composedof 5 basic sections. Refer to the following figure for an illustration of each of the fivesections. The example HITS report in this section was generated using the following line.

Date: 24-NOV-1999 14:48:18

Project Database: pd_english64

Model Files: lee

Raw design file data

——————–

Name Occ cp # X Y Z Node Direct Section Flags Topo Seq Branch Sg_occ

COMP 81 0 -0.15 0.00 0.0 0 0 0 0 3 0 0 0 49 1

COMP 81 1 0.00 0.00 0.0 0 0 0 0 3 0 0 0 49 2

PIPE 49 1 0.00 0.00 0.0 0 0 0 0 5 0 0 0 49 3

PIPE 49 2 3.00 0.00 0.0 0 0 0 0 5 0 0 0 49 4

COMP 82 0 3.75 0.00 0.0 0 0 0 0 3 0 0 0 49 5

COMP 82 1 3.00 0.00 0.0 0 0 0 0 3 0 0 0 49 6

COMP 82 2 3.75 0.75 0.0 0 0 0 0 3 0 0 0 49 7

PIPE 50 1 3.75 0.75 0.0 0 0 0 0 5 0 0 0 49 8

PIPE 50 2 3.75 2.75 0.0 0 0 0 0 5 0 0 0 49 9

COMP 84 0 3.75 3.06 0.0 0 0 0 0 3 0 0 0 49 10

COMP 84 1 3.75 2.75 0.0 0 0 0 0 3 0 0 0 49 11

COMP 84 2 3.97 3.28 0.0 0 0 0 0 3 0 0 0 49 12

PIPE 51 1 3.97 3.28 0.0 0 0 0 0 5 0 0 0 49 13

PIPE 51 2 4.68 3.99 0.0 0 0 0 0 5 0 0 0 49 14

COMP 85 0 4.90 4.21 0.0 0 0 0 0 3 0 0 0 49 15

COMP 85 1 4.68 3.99 0.0 0 0 0 0 3 0 0 0 49 16

COMP 85 2 5.21 4.21 0.0 0 0 0 0 3 0 0 0 49 17

PIPE 52 1 5.21 4.21 0.0 0 0 0 0 5 0 0 0 49 18

PIPE 52 2 6.21 4.21 0.0 0 0 0 0 5 0 0 0 49 19

COMP 86 0 6.68 4.21 0.0 0 0 0 0 3 0 0 0 49 20

COMP 86 1 6.21 4.21 0.0 0 0 0 0 3 0 0 0 49 21

COMP 86 2 7.15 4.21 0.0 0 0 0 0 3 0 0 0 51 22

COMP 86 3 6.68 3.74 0.0 0 0 0 0 3 0 0 0 50 23

SUPP 6 1 1.50 0.00 0.0 0 0 0 0 8 0 0 0 49 24

68

Example HITS Report________________

SUPP 6 2 1.50 0.00 -0.4 1 0 0 0 8 0 0 0 49 25

PIPE 55 1 6.68 3.74 0.0 0 0 0 0 5 0 0 0 50 26

PIPE 55 2 6.68 1.74 0.0 0 0 0 0 5 0 0 0 50 27

COMP 91 0 6.68 1.60 0.0 0 0 0 0 3 0 0 0 50 28

COMP 91 1 6.68 1.45 0.0 0 0 0 0 3 0 0 0 50 29

COMP 91 2 6.68 1.74 0.0 0 0 0 0 3 0 0 0 50 30

COMP 92 0 6.68 1.00 0.0 0 0 0 0 3 0 0 0 50 31

COMP 92 1 6.68 1.45 0.0 0 0 0 0 3 0 0 0 50 32

COMP 92 2 6.68 0.56 0.0 0 0 0 0 3 0 0 0 50 33

COMP 93 0 6.68 0.41 0.0 0 0 0 0 3 0 0 0 50 34

COMP 93 1 6.68 0.56 0.0 0 0 0 0 3 0 0 0 50 35

COMP 93 2 6.68 0.26 0.0 0 0 0 0 3 0 0 0 50 36

PIPE 53 1 7.15 4.21 0.0 0 0 0 0 5 0 0 0 51 37

PIPE 53 2 8.15 4.21 0.0 0 0 0 0 5 0 0 0 51 38

COMP 87 0 8.38 4.21 0.0 0 0 0 0 3 0 0 0 51 39

COMP 87 1 8.15 4.21 0.0 0 0 0 0 3 0 0 0 51 40

COMP 87 2 8.61 4.21 0.0 0 0 0 0 3 0 0 0 52 41

PIPE 54 1 8.61 4.21 0.0 0 0 0 0 5 0 0 0 52 42

PIPE 54 2 10.61 4.21 0.0 0 0 0 0 5 0 0 0 52 43

COMP 88 0 10.61 4.21 0.1 3 0 0 0 3 0 0 0 52 44

COMP 88 1 10.61 4.21 0.0 0 0 0 0 3 0 0 0 52 45

COMP 88 2 10.61 4.21 0.2 6 0 0 0 3 0 0 0 54 46

COMP 89 0 10.61 4.21 0.3 8 0 0 0 3 0 0 0 54 47

COMP 89 1 10.61 4.21 0.2 6 0 0 0 3 0 0 0 54 48

COMP 89 2 10.61 4.21 0.5 1 0 0 0 3 0 0 0 54 49

COMP 90 0 10.61 4.21 0.6 1 0 0 0 3 0 0 0 54 50

COMP 90 1 10.61 4.21 0.5 1 0 0 0 3 0 0 0 54 51

COMP 90 2 10.61 4.21 0.7 1 0 0 0 3 0 0 0 54 52

PIPE 56 1 10.61 4.21 0.7 1 0 0 0 5 0 0 0 54 53

PIPE 56 2 10.61 4.21 1.2 1 0 0 0 5 0 0 0 54 54

PIPE 30001 1 10.61 4.21 0.0 0 0 0 0 5 0 0 0 53 55

PIPE 30001 2 12.61 4.21 0.0 0 0 0 0 5 0 0 0 53 56

Design file data sorted by coordinate

————————————-


COMP 81 0 -0.15 0.00 0.00 - 2 1 0 3 0 0 0 49 1

COMP 81 1 0.00 0.00 0.0 0 1 1 0 3 0 0 0 49 2

PIPE 49 1 0.00 0.00 0.0 0 1 1 0 5 0 0 0 49 3

SUPP 6 2 1.50 0.00 -0.41 - 3 9 0 8 0 0 0 49 4

PIPE 49 2 1.50 0.00 0.0 0 2 1 0 5 0 0 0 49 5

PIPE 30002 1 1.50 0.00 0.0 0 2 1 0 5 0 0 0 49 6

SUPP 6 1 1.50 0.00 0.0 0 2 9 0 8 0 0 0 49 7

COMP 82 1 3.00 0.00 0.0 0 3 1 0 3 0 0 0 49 8

PIPE 30002 2 3.00 0.00 0.0 0 3 1 0 5 0 0 0 49 9

COMP 82 0 3.75 0.00 0.0 0 0 2 0 3 0 0 0 49 10

PIPE 50 1 3.75 0.75 0.0 0 4 2 0 5 0 0 0 49 11

COMP 82 2 3.75 0.75 0.0 0 4 2 0 3 0 0 0 49 12

PIPE 50 2 3.75 2.75 0.0 0 5 2 0 5 0 0 0 49 13

COMP 84 1 3.75 2.75 0.0 0 5 4 0 3 0 0 0 49 14

COMP 84 0 3.75 3.06 0.0 0 0 4 0 3 0 0 0 49 15

PIPE 51 1 3.97 3.28 0.0 0 6 5 0 5 0 0 0 49 16

COMP 84 2 3.97 3.28 0.0 0 6 3 0 3 0 0 0 49 17

COMP 85 1 4.68 3.99 0.0 0 7 6 0 3 0 0 0 49 18

PIPE 51 2 4.68 3.99 0.0 0 7 5 0 5 0 0 0 49 19

COMP 85 0 4.90 4.21 0.0 0 0 7 0 3 0 0 0 49 20

PIPE 52 1 5.21 4.21 0.0 0 8 7 0 5 0 0 0 49 21

COMP 85 2 5.21 4.21 0.0 0 8 7 0 3 0 0 0 49 22

PIPE 52 2 6.21 4.21 0.0 0 9 7 0 5 0 0 0 49 23

COMP 86 1 6.21 4.21 0.0 0 9 7 0 3 0 0 0 49 24

COMP 93 2 6.68 0.26 0.00 - 1 8 0 3 0 0 0 50 25

69


COMP 93 0 6.68 0.41 0.0 0 0 8 0 3 0 0 0 50 26

COMP 92 2 6.68 0.56 0.00 1 0 8 0 3 0 0 0 50 27

COMP 93 1 6.68 0.56 0.00 1 0 8 0 3 0 0 0 50 28

COMP 92 0 6.68 1.00 0.0 0 0 8 0 3 0 0 0 50 29

COMP 91 1 6.68 1.45 0.00 1 1 8 0 3 0 0 0 50 30

COMP 92 1 6.68 1.45 0.00 1 1 8 0 3 0 0 0 50 31

COMP 91 0 6.68 1.60 0.0 0 0 8 0 3 0 0 0 50 32

PIPE 55 2 6.68 1.74 0.00 1 2 8 0 5 0 0 0 50 33

COMP 91 2 6.68 1.74 0.00 1 2 8 0 3 0 0 0 50 34

COMP 86 3 6.68 3.74 0.00 1 3 8 0 3 0 0 0 50 35

PIPE 55 1 6.68 3.74 0.00 1 3 8 0 5 0 0 0 50 36

COMP 86 0 6.68 4.21 0.0 0 0 8 0 3 0 0 0 49 37

PIPE 53 1 7.15 4.21 0.00 1 4 7 0 5 0 0 0 51 38

COMP 86 2 7.15 4.21 0.00 1 4 7 0 3 0 0 0 51 39

PIPE 53 2 8.15 4.21 0.00 1 5 7 0 5 0 0 0 51 40

COMP 87 1 8.15 4.21 0.00 1 5 7 0 3 0 0 0 51 41

COMP 87 0 8.38 4.21 0.0 0 0 7 0 3 0 0 0 51 42

PIPE 54 1 8.61 4.21 0.00 1 6 7 0 5 0 0 0 52 43

COMP 87 2 8.61 4.21 0.00 1 6 7 0 3 0 0 0 52 44

COMP 88 1 10.61 4.21 0.00 17 1 0 0 3 0 0 0 52 45

PIPE 54 2 10.61 4.21 0.00 1 7 7 0 5 0 0 0 52 46

PIPE 30001 1 10.61 4.21 0.00 1 7 7 0 5 0 0 0 53 47

COMP 88 0 10.61 4.21 0.13 0 1 0 0 3 0 0 0 52 48

COMP 88 2 10.61 4.21 0.26 18 1 0 0 3 0 0 0 54 49

COMP 89 1 10.61 4.21 0.26 18 1 0 0 3 0 0 0 54 50

COMP 89 0 10.61 4.21 0.38 0 1 0 0 3 0 0 0 54 51

COMP 89 2 10.61 4.21 0.51 19 1 0 0 3 0 0 0 54 52

COMP 90 1 10.61 4.21 0.51 19 1 0 0 3 0 0 0 54 53

COMP 90 0 10.61 4.21 0.61 0 1 0 0 3 0 0 0 54 54

PIPE 56 1 10.61 4.21 0.71 20 1 0 0 5 0 0 0 54 55

COMP 90 2 10.61 4.21 0.71 20 1 0 0 3 0 0 0 54 56

PIPE 56 2 10.61 4.21 1.21 -1 1 0 0 5 0 0 0 54 57

PIPE 30001 2 12.61 4.21 0.00 - 1 7 0 5 0 0 0 53 58

Tracing data

————

Action Occ Cp Name Node Ref Design

5 Next 93 1 COMP 10 35 1 1 1

5 Next 92 2 COMP 10 33 1 1 2

5 Next 92 1 COMP 11 32 1 1 3

5 Next 91 1 COMP 11 29 1 1 4

5 Next 91 2 COMP 12 30 1 1 5

5 Next 55 2 PIPE 12 27 1 1 6

5 Next 55 1 PIPE 13 26 1 1 7

5 Next 86 3 COMP 13 23 1 1 8

6 Push 86 2 COMP 14 22 1 ++++ 0 0

5 Next 86 1 COMP 9 21 1 2 1

5 Next 52 2 PIPE 9 19 1 2 2

5 Next 52 1 PIPE 8 18 1 2 3

5 Next 85 2 COMP 8 17 1 2 4

5 Next 85 1 COMP 7 16 1 2 5

5 Next 51 2 PIPE 7 14 1 2 6

5 Next 51 1 PIPE 6 13 1 2 7

5 Next 84 2 COMP 6 12 1 2 8

5 Next 84 1 COMP 5 11 1 2 9

5 Next 50 2 PIPE 5 9 1 2 10

5 Next 50 1 PIPE 4 8 1 2 11

5 Next 82 2 COMP 4 7 1 2 12

5 Next 82 1 COMP 3 6 1 2 13

5 Next 30002 2 PIPE 3 58 1 2 14

5 Next 30002 1 PIPE 2 57 1 2 15

70

Example HITS Report________________ 6 Push 6 1 SUPP 2 24 1 ++++ 0 0

5 Next 49 2 PIPE 2 4 1 2 16

5 Next 49 1 PIPE 1 3 1 2 17

5 Next 81 1 COMP 1 2 1 2 18

5 Next 81 0 COMP -2 1 1 2 19

7 Pull 6 1 SUPP 2 24 1 ———— 0 0

5 Next 86 2 COMP 14 22 1 2 -1

5 Next 53 1 PIPE 14 37 1 2 -2

5 Next 53 2 PIPE 15 38 1 2 -3

5 Next 87 1 COMP 15 40 1 2 -4

5 Next 87 2 COMP 16 41 1 2 -5

5 Next 54 1 PIPE 16 42 1 2 -6

5 Next 54 2 PIPE 17 43 1 2 -7

6 Push 88 1 COMP 17 45 1 ++++ 0 0

5 Next 30001 1 PIPE 17 55 1 2 -8

5 Next 30001 2 PIPE -1 56 1 2 -9

7 Pull 88 1 COMP 17 45 1 ———— 0 0

5 Next 88 1 COMP 17 45 1 3 1

5 Next 88 2 COMP 18 46 1 3 2

5 Next 89 1 COMP 18 48 1 3 3

5 Next 89 2 COMP 19 49 1 3 4

5 Next 90 1 COMP 19 51 1 3 5

5 Next 90 2 COMP 20 52 1 3 6

5 Next 56 1 PIPE 20 53 1 3 7

5 Next 56 2 PIPE -1 54 1 3 8

7 Pull 6 1 SUPP 2 24 1 ———— 0 0

5 Next 6 1 SUPP 2 24 1 4 1

5 Next 6 2 SUPP -3 25 1 4 2

-1 10 11 12 13 9 8 7 6 5

4 3 2 1 14 15 16 17 18 19

20 2 0

# Sections: 1

Design file data sorted by topo

——————————-


COMP 85 0 4.90 4.21 0.0 0 0 7 0 3 0 0 0 49 1

COMP 92 0 6.68 1.00 0.0 0 0 8 0 3 0 0 0 50 2

COMP 84 0 3.75 3.06 0.0 0 0 4 0 3 0 0 0 49 3

COMP 89 0 10.61 4.21 0.38 0 1 0 0 3 0 0 0 54 4

COMP 82 0 3.75 0.00 0.0 0 0 2 0 3 0 0 0 49 5

COMP 86 0 6.68 4.21 0.0 0 0 8 0 3 0 0 0 49 6

COMP 90 0 10.61 4.21 0.61 0 1 0 0 3 0 0 0 54 7

COMP 87 0 8.38 4.21 0.0 0 0 7 0 3 0 0 0 51 8

COMP 88 0 10.61 4.21 0.13 0 1 0 0 3 0 0 0 52 9

COMP 93 0 6.68 0.41 0.0 0 0 8 0 3 0 0 0 50 10

COMP 91 0 6.68 1.60 0.0 0 0 8 0 3 0 0 0 50 11

COMP 93 2 6.68 0.26 0.00 - 1 8 1 3 1 0 0 50 12

COMP 93 1 6.68 0.56 0.00 1 0 8 1 3 1 1 0 50 13

COMP 92 2 6.68 0.56 0.00 1 0 8 1 3 1 2 0 50 14

COMP 92 1 6.68 1.45 0.00 1 1 8 1 3 1 3 0 50 15

COMP 91 1 6.68 1.45 0.00 1 1 8 1 3 1 4 0 50 16

COMP 91 2 6.68 1.74 0.00 1 2 8 1 3 1 5 0 50 17

PIPE 55 2 6.68 1.74 0.00 1 2 8 1 5 1 6 0 50 18

PIPE 55 1 6.68 3.74 0.00 1 3 8 1 5 1 7 0 50 19

COMP 86 3 6.68 3.74 0.00 1 3 8 1 3 1 8 -29 50 20

PIPE 30001 2 12.61 4.21 0.00 - 1 7 1 5 2 -9 0 53 21

PIPE 30001 1 10.61 4.21 0.00 1 7 7 1 5 2 -8 49 53 22

PIPE 54 2 10.61 4.21 0.00 1 7 7 1 5 2 -7 49 52 23

PIPE 54 1 8.61 4.21 0.00 1 6 7 1 5 2 -6 0 52 24

COMP 87 2 8.61 4.21 0.00 1 6 7 1 3 2 -5 0 52 25

71


COMP 87 1 8.15 4.21 0.00 1 5 7 1 3 2 -4 0 51 26

PIPE 53 2 8.15 4.21 0.00 1 5 7 1 5 2 -3 0 51 27

PIPE 53 1 7.15 4.21 0.00 1 4 7 1 5 2 -2 0 51 28

COMP 86 2 7.15 4.21 0.00 1 4 7 1 3 2 -1 20 51 29

COMP 86 1 6.21 4.21 0.0 0 9 7 1 3 2 1 20 49 30

PIPE 52 2 6.21 4.21 0.0 0 9 7 1 5 2 2 0 49 31

PIPE 52 1 5.21 4.21 0.0 0 8 7 1 5 2 3 0 49 32

COMP 85 2 5.21 4.21 0.0 0 8 7 1 3 2 4 0 49 33

COMP 85 1 4.68 3.99 0.0 0 7 6 1 3 2 5 0 49 34

PIPE 51 2 4.68 3.99 0.0 0 7 5 1 5 2 6 0 49 35

PIPE 51 1 3.97 3.28 0.0 0 6 5 1 5 2 7 0 49 36

COMP 84 2 3.97 3.28 0.0 0 6 3 1 3 2 8 0 49 37

COMP 84 1 3.75 2.75 0.0 0 5 4 1 3 2 9 0 49 38

PIPE 50 2 3.75 2.75 0.0 0 5 2 1 5 2 10 0 49 39

PIPE 50 1 3.75 0.75 0.0 0 4 2 1 5 2 11 0 49 40

COMP 82 2 3.75 0.75 0.0 0 4 2 1 3 2 12 0 49 41

COMP 82 1 3.00 0.00 0.0 0 3 1 1 3 2 13 0 49 42

PIPE 30002 2 3.00 0.00 0.0 0 3 1 1 5 2 14 0 49 43

PIPE 30002 1 1.50 0.00 0.0 0 2 1 1 5 2 15 57 49 44

PIPE 49 2 1.50 0.00 0.0 0 2 1 1 5 2 16 57 49 45

PIPE 49 1 0.00 0.00 0.0 0 1 1 1 5 2 17 0 49 46

COMP 81 1 0.00 0.00 0.0 0 1 1 1 3 2 18 0 49 47

COMP 81 0 -0.15 0.00 0.00 - 2 1 1 3 2 19 0 49 48

COMP 88 1 10.61 4.21 0.00 17 1 0 1 3 3 1 -22 52 49

COMP 88 2 10.61 4.21 0.26 18 1 0 1 3 3 2 0 54 50

COMP 89 1 10.61 4.21 0.26 18 1 0 1 3 3 3 0 54 51

COMP 89 2 10.61 4.21 0.51 19 1 0 1 3 3 4 0 54 52

COMP 90 1 10.61 4.21 0.51 19 1 0 1 3 3 5 0 54 53

COMP 90 2 10.61 4.21 0.71 20 1 0 1 3 3 6 0 54 54

PIPE 56 1 10.61 4.21 0.71 20 1 0 1 5 3 7 0 54 55

PIPE 56 2 10.61 4.21 1.21 -1 1 0 1 5 3 8 0 54 56

SUPP 6 1 1.50 0.00 0.0 0 2 9 1 8 4 1 -44 49 57

SUPP 6 2 1.50 0.00 -0.41 - 3 9 1 8 4 2 0 49 58

Design file data in IDF order

—————————–

Reserved for PDS/ISOGEN only

Design file data in STR order

—————————–


COMP 81 0 -0.15 0.00 0.00 - 2 1 1 3 2 19 0 49 1

COMP 81 1 0.00 0.00 0.0 0 1 1 1 3 2 18 0 49 2

PIPE 49 1 0.00 0.00 0.0 0 1 1 1 5 2 17 0 49 3

PIPE 49 2 1.50 0.00 0.0 0 2 1 1 5 2 16 57 49 4

COMP 82 0 3.75 0.00 0.0 0 0 2 0 3 0 0 0 49 5

COMP 82 1 3.00 0.00 0.0 0 3 1 1 3 2 13 0 49 6

COMP 82 2 3.75 0.75 0.0 0 4 2 1 3 2 12 0 49 7

PIPE 50 1 3.75 0.75 0.0 0 4 2 1 5 2 11 0 49 8

PIPE 50 2 3.75 2.75 0.0 0 5 2 1 5 2 10 0 49 9

COMP 84 0 3.75 3.06 0.0 0 0 4 0 3 0 0 0 49 10

COMP 84 1 3.75 2.75 0.0 0 5 4 1 3 2 9 0 49 11

COMP 84 2 3.97 3.28 0.0 0 6 3 1 3 2 8 0 49 12

PIPE 51 1 3.97 3.28 0.0 0 6 5 1 5 2 7 0 49 13

PIPE 51 2 4.68 3.99 0.0 0 7 5 1 5 2 6 0 49 14

COMP 85 0 4.90 4.21 0.0 0 0 7 0 3 0 0 0 49 15

COMP 85 1 4.68 3.99 0.0 0 7 6 1 3 2 5 0 49 16

COMP 85 2 5.21 4.21 0.0 0 8 7 1 3 2 4 0 49 17

PIPE 52 1 5.21 4.21 0.0 0 8 7 1 5 2 3 0 49 18

72

Example HITS Report________________

PIPE 52 2 6.21 4.21 0.0 0 9 7 1 5 2 2 0 49 19

COMP 86 0 6.68 4.21 0.0 0 0 8 0 3 0 0 0 49 20

COMP 86 1 6.21 4.21 0.0 0 9 7 1 3 2 1 20 49 21

COMP 86 2 7.15 4.21 0.00 1 4 7 1 3 2 -1 20 51 22

COMP 86 3 6.68 3.74 0.00 1 3 8 1 3 1 8 -29 50 23

SUPP 6 1 1.50 0.00 0.0 0 2 9 1 8 4 1 -44 49 24

SUPP 6 2 1.50 0.00 -0.41 - 3 9 1 8 4 2 0 49 25

PIPE 55 1 6.68 3.74 0.00 1 3 8 1 5 1 7 0 50 26

PIPE 55 2 6.68 1.74 0.00 1 2 8 1 5 1 6 0 50 27

COMP 91 0 6.68 1.60 0.0 0 0 8 0 3 0 0 0 50 28

COMP 91 1 6.68 1.45 0.00 1 1 8 1 3 1 4 0 50 29

COMP 91 2 6.68 1.74 0.00 1 2 8 1 3 1 5 0 50 30

COMP 92 0 6.68 1.00 0.0 0 0 8 0 3 0 0 0 50 31

COMP 92 1 6.68 1.45 0.00 1 1 8 1 3 1 3 0 50 32

COMP 92 2 6.68 0.56 0.00 1 0 8 1 3 1 2 0 50 33

COMP 93 0 6.68 0.41 0.0 0 0 8 0 3 0 0 0 50 34

COMP 93 1 6.68 0.56 0.00 1 0 8 1 3 1 1 0 50 35

COMP 93 2 6.68 0.26 0.00 - 1 8 1 3 1 0 0 50 36

PIPE 53 1 7.15 4.21 0.00 1 4 7 1 5 2 -2 0 51 37

PIPE 53 2 8.15 4.21 0.00 1 5 7 1 5 2 -3 0 51 38

COMP 87 0 8.38 4.21 0.0 0 0 7 0 3 0 0 0 51 39

COMP 87 1 8.15 4.21 0.00 1 5 7 1 3 2 -4 0 51 40

COMP 87 2 8.61 4.21 0.00 1 6 7 1 3 2 -5 0 52 41

PIPE 54 1 8.61 4.21 0.00 1 6 7 1 5 2 -6 0 52 42

PIPE 54 2 10.61 4.21 0.00 1 7 7 1 5 2 -7 49 52 43

COMP 88 0 10.61 4.21 0.13 0 1 0 0 3 0 0 0 52 44

COMP 88 1 10.61 4.21 0.00 17 1 0 1 3 3 1 -22 52 45

COMP 88 2 10.61 4.21 0.26 18 1 0 1 3 3 2 0 54 46

COMP 89 0 10.61 4.21 0.38 0 1 0 0 3 0 0 0 54 47

COMP 89 1 10.61 4.21 0.26 18 1 0 1 3 3 3 0 54 48

COMP 89 2 10.61 4.21 0.51 19 1 0 1 3 3 4 0 54 49

COMP 90 0 10.61 4.21 0.61 0 1 0 0 3 0 0 0 54 50

COMP 90 1 10.61 4.21 0.51 19 1 0 1 3 3 5 0 54 51

COMP 90 2 10.61 4.21 0.71 20 1 0 1 3 3 6 0 54 52

PIPE 56 1 10.61 4.21 0.71 20 1 0 1 5 3 7 0 54 53

PIPE 56 2 10.61 4.21 1.21 -1 1 0 1 5 3 8 0 54 54

PIPE 30001 1 10.61 4.21 0.00 1 7 7 1 5 2 -8 49 53 55

PIPE 30001 2 12.61 4.21 0.00 - 1 7 1 5 2 -9 0 53 56

PIPE 30002 1 1.50 0.00 0.0 0 2 1 1 5 2 15 57 49 57

PIPE 30002 2 3.00 0.00 0.0 0 3 1 1 5 2 14 0 49 58

73


6.2 Section 1: Basic Input Data and RawDesign File Data

The first section of the HITS report consists of basic input data and raw design data. Thebasic input data consists of the date the report was executed, project name and a list of modelnames that were extracted.

Each column of the raw design file data is described below.

Name The first four characters of the component item name.

occ The component database occurrence number (excluding the partition number).

Note that some PIPE components have an occurrence number greater than 30000. Thisoccurs whenever olet type components are attached to a pipe. The softwarebreaksthesepipes into multiple sections. The newly created pieces of pipe receive occurrencenumbers in the 30000+ range to distinguish them from the original pipe.

cp # The connect point number

x,y,z The coordinate in the design file coordinate system and is not adjusted for the globalorigin

node A node number assigned to all connect points other than the origin. A special nodenumber, -1, is reserved for line endpoints. Two connect points that have the same nodenumber areconnectedto each other in the model.

direct A direction list number. The direction list number identifies all those connect points thatlie together on a straight line.

sect Section number [always 0]

flags A bit mask used internally by the software

topo Topos [always 0]

branch Branch flag [always 0]

sg_occ The segment occurrence number. All connect pointsbelong toor are ownedby asegment in the piping model. This is the occurrence number of that owner segment.

Sample Section 1

Raw design file data——————–

Name Occ cp # X Y Z Node Direct Section Flags Topo Seq Branch Sg_occCOMP 81 0 -0.15 0.00 0.0 0 0 0 0 3 0 0 0 49 1COMP 81 1 0.00 0.00 0.0 0 0 0 0 3 0 0 0 49 2PIPE 49 1 0.00 0.00 0.0 0 0 0 0 5 0 0 0 49 3PIPE 49 2 3.00 0.00 0.0 0 0 0 0 5 0 0 0 49 4

74

Section 1: Basic Input Data and Raw Design File Data________________

COMP 82 0 3.75 0.00 0.0 0 0 0 0 3 0 0 0 49 5COMP 82 1 3.00 0.00 0.0 0 0 0 0 3 0 0 0 49 6COMP 82 2 3.75 0.75 0.0 0 0 0 0 3 0 0 0 49 7PIPE 50 1 3.75 0.75 0.0 0 0 0 0 5 0 0 0 49 8PIPE 50 2 3.75 2.75 0.0 0 0 0 0 5 0 0 0 49 9COMP 84 0 3.75 3.06 0.0 0 0 0 0 3 0 0 0 49 10COMP 84 1 3.75 2.75 0.0 0 0 0 0 3 0 0 0 49 11COMP 84 2 3.97 3.28 0.0 0 0 0 0 3 0 0 0 49 12PIPE 51 1 3.97 3.28 0.0 0 0 0 0 5 0 0 0 49 13PIPE 51 2 4.68 3.99 0.0 0 0 0 0 5 0 0 0 49 14COMP 85 0 4.90 4.21 0.0 0 0 0 0 3 0 0 0 49 15COMP 85 1 4.68 3.99 0.0 0 0 0 0 3 0 0 0 49 16COMP 85 2 5.21 4.21 0.0 0 0 0 0 3 0 0 0 49 17PIPE 52 1 5.21 4.21 0.0 0 0 0 0 5 0 0 0 49 18PIPE 52 2 6.21 4.21 0.0 0 0 0 0 5 0 0 0 49 19COMP 86 0 6.68 4.21 0.0 0 0 0 0 3 0 0 0 49 20COMP 86 1 6.21 4.21 0.0 0 0 0 0 3 0 0 0 49 21COMP 86 2 7.15 4.21 0.0 0 0 0 0 3 0 0 0 51 22COMP 86 3 6.68 3.74 0.0 0 0 0 0 3 0 0 0 50 23SUPP 6 1 1.50 0.00 0.0 0 0 0 0 8 0 0 0 49 24SUPP 6 2 1.50 0.00 -0.4 1 0 0 0 8 0 0 0 49 25PIPE 55 1 6.68 3.74 0.0 0 0 0 0 5 0 0 0 50 26PIPE 55 2 6.68 1.74 0.0 0 0 0 0 5 0 0 0 50 27COMP 91 0 6.68 1.60 0.0 0 0 0 0 3 0 0 0 50 28COMP 91 1 6.68 1.45 0.0 0 0 0 0 3 0 0 0 50 29COMP 91 2 6.68 1.74 0.0 0 0 0 0 3 0 0 0 50 30COMP 92 0 6.68 1.00 0.0 0 0 0 0 3 0 0 0 50 31COMP 92 1 6.68 1.45 0.0 0 0 0 0 3 0 0 0 50 32COMP 92 2 6.68 0.56 0.0 0 0 0 0 3 0 0 0 50 33COMP 93 0 6.68 0.41 0.0 0 0 0 0 3 0 0 0 50 34COMP 93 1 6.68 0.56 0.0 0 0 0 0 3 0 0 0 50 35COMP 93 2 6.68 0.26 0.0 0 0 0 0 3 0 0 0 50 36PIPE 53 1 7.15 4.21 0.0 0 0 0 0 5 0 0 0 51 37PIPE 53 2 8.15 4.21 0.0 0 0 0 0 5 0 0 0 51 38COMP 87 0 8.38 4.21 0.0 0 0 0 0 3 0 0 0 51 39COMP 87 1 8.15 4.21 0.0 0 0 0 0 3 0 0 0 51 40COMP 87 2 8.61 4.21 0.0 0 0 0 0 3 0 0 0 52 41PIPE 54 1 8.61 4.21 0.0 0 0 0 0 5 0 0 0 52 42PIPE 54 2 10.61 4.21 0.0 0 0 0 0 5 0 0 0 52 43COMP 88 0 10.61 4.21 0.1 3 0 0 0 3 0 0 0 52 44COMP 88 1 10.61 4.21 0.0 0 0 0 0 3 0 0 0 52 45COMP 88 2 10.61 4.21 0.2 6 0 0 0 3 0 0 0 54 46COMP 89 0 10.61 4.21 0.3 8 0 0 0 3 0 0 0 54 47COMP 89 1 10.61 4.21 0.2 6 0 0 0 3 0 0 0 54 48COMP 89 2 10.61 4.21 0.5 1 0 0 0 3 0 0 0 54 49COMP 90 0 10.61 4.21 0.6 1 0 0 0 3 0 0 0 54 50COMP 90 1 10.61 4.21 0.5 1 0 0 0 3 0 0 0 54 51COMP 90 2 10.61 4.21 0.7 1 0 0 0 3 0 0 0 54 52PIPE 56 1 10.61 4.21 0.7 1 0 0 0 5 0 0 0 54 53PIPE 56 2 10.61 4.21 1.2 1 0 0 0 5 0 0 0 54 54PIPE 30001 1 10.61 4.21 0.0 0 0 0 0 5 0 0 0 53 55PIPE 30001 2 12.61 4.21 0.0 0 0 0 0 5 0 0 0 53 56

75


6.3 Section 2: Design File Data Sorted byCoordinate

The second section of the HITS report consists of raw design file data for each connect pointof the piping components that make up the network that is being extracted. The databasesearch criteria from section 1 is used to find all of the appropriate segments. Once thesegments are found, the software collects all of the components that are attached to thesegments. Section 2 is the result of this activity.

Section 2 contains several columns of data. Each column is described below:

Name Is the first four characters of the component item name.

occ The database occurrence number of the component (excluding the partition number).[Note that some PIPE components have an occurrence number greater than 30000. Thisoccurs whenever olet type components are attached to a pipe. The software "breaks"these pipes into multiple sections. The newly created pieces of pipe receive occurrencenumbers in the 30000+ range to distinguish them from the original pipe.]

cp # The connect point number.

x,y,z The coordinate in the design file coordinate system and is unadjusted for the globalorigin.

node A node number assigned to all connect points other than the origin. A special nodenumber , -1, is reserved for line endpoints. Note that two connect points that have thesame node number are "connected" to each other in the model.

direct A direction list number. The direction list number identifies all those connect points thatlie together on a straight line.

sect Always 0 here. Section number is described later in this section.

flags A bit mask used internally by the software.

topo Always 0 here. Topos are discussed later in this section.

branch- Always 0 here. The branch flag is discussed later in this section.

sg_occ- The segment occurrence number. All connect points "belong to" or "are owned" by asegment in the piping model. sg_occ is the occurrence number of that owner segment.

Section 2 is primarily used for examining the amount of data pulled in from the modelsthrough the database search criteria. Some of the data for a specific connect point issometimes useful — particularly the occurrence number.

76

Section 2: Design File Data Sorted by Coordinate________________

Sample Section 2

Design file data sorted by coordinate————————————-

Name Occ cp # X Y Z Node Direct Section Flags Topo Seq Branch Sg_occCOMP 81 0 -0.15 0.00 0.00 - 2 1 0 3 0 0 0 49 1COMP 81 1 0.00 0.00 0.0 0 1 1 0 3 0 0 0 49 2PIPE 49 1 0.00 0.00 0.0 0 1 1 0 5 0 0 0 49 3SUPP 6 2 1.50 0.00 -0.41 - 3 9 0 8 0 0 0 49 4PIPE 49 2 1.50 0.00 0.0 0 2 1 0 5 0 0 0 49 5PIPE 30002 1 1.50 0.00 0.0 0 2 1 0 5 0 0 0 49 6SUPP 6 1 1.50 0.00 0.0 0 2 9 0 8 0 0 0 49 7COMP 82 1 3.00 0.00 0.0 0 3 1 0 3 0 0 0 49 8PIPE 30002 2 3.00 0.00 0.0 0 3 1 0 5 0 0 0 49 9COMP 82 0 3.75 0.00 0.0 0 0 2 0 3 0 0 0 49 10PIPE 50 1 3.75 0.75 0.0 0 4 2 0 5 0 0 0 49 11COMP 82 2 3.75 0.75 0.0 0 4 2 0 3 0 0 0 49 12PIPE 50 2 3.75 2.75 0.0 0 5 2 0 5 0 0 0 49 13COMP 84 1 3.75 2.75 0.0 0 5 4 0 3 0 0 0 49 14COMP 84 0 3.75 3.06 0.0 0 0 4 0 3 0 0 0 49 15PIPE 51 1 3.97 3.28 0.0 0 6 5 0 5 0 0 0 49 16COMP 84 2 3.97 3.28 0.0 0 6 3 0 3 0 0 0 49 17COMP 85 1 4.68 3.99 0.0 0 7 6 0 3 0 0 0 49 18PIPE 51 2 4.68 3.99 0.0 0 7 5 0 5 0 0 0 49 19COMP 85 0 4.90 4.21 0.0 0 0 7 0 3 0 0 0 49 20PIPE 52 1 5.21 4.21 0.0 0 8 7 0 5 0 0 0 49 21COMP 85 2 5.21 4.21 0.0 0 8 7 0 3 0 0 0 49 22PIPE 52 2 6.21 4.21 0.0 0 9 7 0 5 0 0 0 49 23COMP 86 1 6.21 4.21 0.0 0 9 7 0 3 0 0 0 49 24COMP 93 2 6.68 0.26 0.00 - 1 8 0 3 0 0 0 50 25COMP 93 0 6.68 0.41 0.0 0 0 8 0 3 0 0 0 50 26COMP 92 2 6.68 0.56 0.00 1 0 8 0 3 0 0 0 50 27COMP 93 1 6.68 0.56 0.00 1 0 8 0 3 0 0 0 50 28COMP 92 0 6.68 1.00 0.0 0 0 8 0 3 0 0 0 50 29COMP 91 1 6.68 1.45 0.00 1 1 8 0 3 0 0 0 50 30COMP 92 1 6.68 1.45 0.00 1 1 8 0 3 0 0 0 50 31COMP 91 0 6.68 1.60 0.0 0 0 8 0 3 0 0 0 50 32PIPE 55 2 6.68 1.74 0.00 1 2 8 0 5 0 0 0 50 33COMP 91 2 6.68 1.74 0.00 1 2 8 0 3 0 0 0 50 34COMP 86 3 6.68 3.74 0.00 1 3 8 0 3 0 0 0 50 35PIPE 55 1 6.68 3.74 0.00 1 3 8 0 5 0 0 0 50 36COMP 86 0 6.68 4.21 0.0 0 0 8 0 3 0 0 0 49 37PIPE 53 1 7.15 4.21 0.00 1 4 7 0 5 0 0 0 51 38COMP 86 2 7.15 4.21 0.00 1 4 7 0 3 0 0 0 51 39PIPE 53 2 8.15 4.21 0.00 1 5 7 0 5 0 0 0 51 40COMP 87 1 8.15 4.21 0.00 1 5 7 0 3 0 0 0 51 41COMP 87 0 8.38 4.21 0.0 0 0 7 0 3 0 0 0 51 42PIPE 54 1 8.61 4.21 0.00 1 6 7 0 5 0 0 0 52 43COMP 87 2 8.61 4.21 0.00 1 6 7 0 3 0 0 0 52 44COMP 88 1 10.61 4.21 0.00 17 1 0 0 3 0 0 0 52 45PIPE 54 2 10.61 4.21 0.00 1 7 7 0 5 0 0 0 52 46PIPE 30001 1 10.61 4.21 0.00 1 7 7 0 5 0 0 0 53 47COMP 88 0 10.61 4.21 0.13 0 1 0 0 3 0 0 0 52 48COMP 88 2 10.61 4.21 0.26 18 1 0 0 3 0 0 0 54 49COMP 89 1 10.61 4.21 0.26 18 1 0 0 3 0 0 0 54 50COMP 89 0 10.61 4.21 0.38 0 1 0 0 3 0 0 0 54 51COMP 89 2 10.61 4.21 0.51 19 1 0 0 3 0 0 0 54 52COMP 90 1 10.61 4.21 0.51 19 1 0 0 3 0 0 0 54 53COMP 90 0 10.61 4.21 0.61 0 1 0 0 3 0 0 0 54 54PIPE 56 1 10.61 4.21 0.71 20 1 0 0 5 0 0 0 54 55COMP 90 2 10.61 4.21 0.71 20 1 0 0 3 0 0 0 54 56PIPE 56 2 10.61 4.21 1.21 -1 1 0 0 5 0 0 0 54 57PIPE 30001 2 12.61 4.21 0.00 - 1 7 0 5 0 0 0 53 58

77


6.4 Section 3: Tracing Data

Section 3 of the report,Tracing Datais a record of the actions the software is taking inbuilding the internal data structure of the piping network. This section is primarily useful toIntergraph for investigating software problems.

The last statement in section 3 states how many disconnected sections of piping exist in thenetwork identified in the database search criteria. If the number of sections is greater than 1then the line is not extracted and the intermediate data file is not generated. PDSTRESS doesnot allow multiple, disconnected sections of piping to be extracted into a single iso.

The following is a list of possible reasons why a network might be disconnected and somesuggested solutions:

1. The database search criteria identified more than one pipeline and the pipelines are notconnected together. The solution here is to change the search criteria so that only thepiping that you really want to extract is pulled in.

2. The pipeline being extracted is incomplete and portions of it do not have componentson it. The solution is to place all of the components on the line.

3. Although the line is finished, there is a part of it that appears to be connected but reallyis not. To be considered connected, the connect points from two different componentsmust be within about 20 uors of each other.

In this case you should examine section 2 of the HITS report to find a connect pointwhose node number is -1 (which indicates that it is a line endpoint) even though youknow it should be connected to something. This is usually quite simple when the line issmall. When you find the connect point, use the coordinate to view and repair thedisconnected graphics. When the line is complicated, you can use section 4 of the HITSreport (see the sectionTracing Data) to make a sketch that identifies the disconnectedpoint.

Sample Section 3

Tracing data————

Action Occ Cp Name Node Ref Design5 Next 93 1 COMP 10 35 1 1 15 Next 92 2 COMP 10 33 1 1 25 Next 92 1 COMP 11 32 1 1 35 Next 91 1 COMP 11 29 1 1 45 Next 91 2 COMP 12 30 1 1 55 Next 55 2 PIPE 12 27 1 1 65 Next 55 1 PIPE 13 26 1 1 75 Next 86 3 COMP 13 23 1 1 86 Push 86 2 COMP 14 22 1 ++++ 0 05 Next 86 1 COMP 9 21 1 2 15 Next 52 2 PIPE 9 19 1 2 25 Next 52 1 PIPE 8 18 1 2 35 Next 85 2 COMP 8 17 1 2 45 Next 85 1 COMP 7 16 1 2 55 Next 51 2 PIPE 7 14 1 2 6

78

Section 3: Tracing Data________________ 5 Next 51 1 PIPE 6 13 1 2 75 Next 84 2 COMP 6 12 1 2 85 Next 84 1 COMP 5 11 1 2 95 Next 50 2 PIPE 5 9 1 2 105 Next 50 1 PIPE 4 8 1 2 115 Next 82 2 COMP 4 7 1 2 125 Next 82 1 COMP 3 6 1 2 135 Next 30002 2 PIPE 3 58 1 2 145 Next 30002 1 PIPE 2 57 1 2 156 Push 6 1 SUPP 2 24 1 ++++ 0 05 Next 49 2 PIPE 2 4 1 2 165 Next 49 1 PIPE 1 3 1 2 175 Next 81 1 COMP 1 2 1 2 185 Next 81 0 COMP -2 1 1 2 197 Pull 6 1 SUPP 2 24 1 ———— 0 05 Next 86 2 COMP 14 22 1 2 -15 Next 53 1 PIPE 14 37 1 2 -25 Next 53 2 PIPE 15 38 1 2 -35 Next 87 1 COMP 15 40 1 2 -45 Next 87 2 COMP 16 41 1 2 -55 Next 54 1 PIPE 16 42 1 2 -65 Next 54 2 PIPE 17 43 1 2 -76 Push 88 1 COMP 17 45 1 ++++ 0 05 Next 30001 1 PIPE 17 55 1 2 -85 Next 30001 2 PIPE -1 56 1 2 -97 Pull 88 1 COMP 17 45 1 ———— 0 05 Next 88 1 COMP 17 45 1 3 15 Next 88 2 COMP 18 46 1 3 25 Next 89 1 COMP 18 48 1 3 35 Next 89 2 COMP 19 49 1 3 45 Next 90 1 COMP 19 51 1 3 55 Next 90 2 COMP 20 52 1 3 65 Next 56 1 PIPE 20 53 1 3 75 Next 56 2 PIPE -1 54 1 3 87 Pull 6 1 SUPP 2 24 1 ———— 0 05 Next 6 1 SUPP 2 24 1 4 15 Next 6 2 SUPP -3 25 1 4 2

-1 10 11 12 13 9 8 7 6 54 3 2 1 14 15 16 17 18 19

20 2 0# Sections: 1

79


6.5 Section 4: Design File Data Sorted byTopo

Section 4 of the HITS report is probably the most important one. This section is really aprint—out of the internal data structure that represents the piping network. This data isorganized on the basis oftopos.

A topo is a construction used to group the data representing the pipeline topology. Bydefinition a topo is a string of piping that starts at a network endpoint or a branch point andends at a network endpoint or another branch point. A pipeline network may consist of asingle topo or dozens of topos depending upon its configuration.

Sample Section 4

Design file data sorted by topo——————————-

Name Occ cp # X Y Z Node Direct Section Flags Topo Seq Branch Sg_occCOMP 85 0 4.90 4.21 0.0 0 0 7 0 3 0 0 0 49 1COMP 92 0 6.68 1.00 0.0 0 0 8 0 3 0 0 0 50 2COMP 84 0 3.75 3.06 0.0 0 0 4 0 3 0 0 0 49 3COMP 89 0 10.61 4.21 0.38 0 1 0 0 3 0 0 0 54 4COMP 82 0 3.75 0.00 0.0 0 0 2 0 3 0 0 0 49 5COMP 86 0 6.68 4.21 0.0 0 0 8 0 3 0 0 0 49 6COMP 90 0 10.61 4.21 0.61 0 1 0 0 3 0 0 0 54 7COMP 87 0 8.38 4.21 0.0 0 0 7 0 3 0 0 0 51 8COMP 88 0 10.61 4.21 0.13 0 1 0 0 3 0 0 0 52 9COMP 93 0 6.68 0.41 0.0 0 0 8 0 3 0 0 0 50 10COMP 91 0 6.68 1.60 0.0 0 0 8 0 3 0 0 0 50 11COMP 93 2 6.68 0.26 0.00 - 1 8 1 3 1 0 0 50 12COMP 93 1 6.68 0.56 0.00 1 0 8 1 3 1 1 0 50 13COMP 92 2 6.68 0.56 0.00 1 0 8 1 3 1 2 0 50 14COMP 92 1 6.68 1.45 0.00 1 1 8 1 3 1 3 0 50 15COMP 91 1 6.68 1.45 0.00 1 1 8 1 3 1 4 0 50 16COMP 91 2 6.68 1.74 0.00 1 2 8 1 3 1 5 0 50 17PIPE 55 2 6.68 1.74 0.00 1 2 8 1 5 1 6 0 50 18PIPE 55 1 6.68 3.74 0.00 1 3 8 1 5 1 7 0 50 19COMP 86 3 6.68 3.74 0.00 1 3 8 1 3 1 8 -29 50 20PIPE 30001 2 12.61 4.21 0.00 - 1 7 1 5 2 -9 0 53 21PIPE 30001 1 10.61 4.21 0.00 1 7 7 1 5 2 -8 49 53 22PIPE 54 2 10.61 4.21 0.00 1 7 7 1 5 2 -7 49 52 23PIPE 54 1 8.61 4.21 0.00 1 6 7 1 5 2 -6 0 52 24COMP 87 2 8.61 4.21 0.00 1 6 7 1 3 2 -5 0 52 25COMP 87 1 8.15 4.21 0.00 1 5 7 1 3 2 -4 0 51 26PIPE 53 2 8.15 4.21 0.00 1 5 7 1 5 2 -3 0 51 27PIPE 53 1 7.15 4.21 0.00 1 4 7 1 5 2 -2 0 51 28COMP 86 2 7.15 4.21 0.00 1 4 7 1 3 2 -1 20 51 29COMP 86 1 6.21 4.21 0.0 0 9 7 1 3 2 1 20 49 30PIPE 52 2 6.21 4.21 0.0 0 9 7 1 5 2 2 0 49 31PIPE 52 1 5.21 4.21 0.0 0 8 7 1 5 2 3 0 49 32COMP 85 2 5.21 4.21 0.0 0 8 7 1 3 2 4 0 49 33COMP 85 1 4.68 3.99 0.0 0 7 6 1 3 2 5 0 49 34PIPE 51 2 4.68 3.99 0.0 0 7 5 1 5 2 6 0 49 35PIPE 51 1 3.97 3.28 0.0 0 6 5 1 5 2 7 0 49 36COMP 84 2 3.97 3.28 0.0 0 6 3 1 3 2 8 0 49 37COMP 84 1 3.75 2.75 0.0 0 5 4 1 3 2 9 0 49 38PIPE 50 2 3.75 2.75 0.0 0 5 2 1 5 2 10 0 49 39PIPE 50 1 3.75 0.75 0.0 0 4 2 1 5 2 11 0 49 40COMP 82 2 3.75 0.75 0.0 0 4 2 1 3 2 12 0 49 41COMP 82 1 3.00 0.00 0.0 0 3 1 1 3 2 13 0 49 42PIPE 30002 2 3.00 0.00 0.0 0 3 1 1 5 2 14 0 49 43PIPE 30002 1 1.50 0.00 0.0 0 2 1 1 5 2 15 57 49 44PIPE 49 2 1.50 0.00 0.0 0 2 1 1 5 2 16 57 49 45PIPE 49 1 0.00 0.00 0.0 0 1 1 1 5 2 17 0 49 46COMP 81 1 0.00 0.00 0.0 0 1 1 1 3 2 18 0 49 47COMP 81 0 -0.15 0.00 0.00 - 2 1 1 3 2 19 0 49 48

80

Section 4: Design File Data Sorted by Topo________________

COMP 88 1 10.61 4.21 0.00 17 1 0 1 3 3 1 -22 52 49COMP 88 2 10.61 4.21 0.26 18 1 0 1 3 3 2 0 54 50COMP 89 1 10.61 4.21 0.26 18 1 0 1 3 3 3 0 54 51COMP 89 2 10.61 4.21 0.51 19 1 0 1 3 3 4 0 54 52COMP 90 1 10.61 4.21 0.51 19 1 0 1 3 3 5 0 54 53COMP 90 2 10.61 4.21 0.71 20 1 0 1 3 3 6 0 54 54PIPE 56 1 10.61 4.21 0.71 20 1 0 1 5 3 7 0 54 55PIPE 56 2 10.61 4.21 1.21 -1 1 0 1 5 3 8 0 54 56SUPP 6 1 1.50 0.00 0.0 0 2 9 1 8 4 1 -44 49 57SUPP 6 2 1.50 0.00 -0.41 - 3 9 1 8 4 2 0 49 58

Figure 6 - 1. Example line consisting of one topo

The line in Figure 4-1 consists of one topo because it does not contain any branch points. Thebeginning of the topo is a line endpoint as is the end of the topo.

81


Figure 6 - 2. Example line consisting of two topos

The line in Figure 4-2 contains two topos due to the branch component in it (the tee). Thefirst topo consists of the line from endpoint 1 to endpoint 2 (the header of the pipeline). Thesecond topo consists of the piping from the center of the tee to line endpoint 3.

82

Section 4: Design File Data Sorted by Topo________________

Figure 6 - 3. Example line consisting of three topos

The line in Figure 4-3 contains three topos because there are two branches in it. The first topoagain consists of the line from endpoint 1 to endpoint 2. The second topo consists of the linefrom connect point 1 of weldolet 1 to endpoint 3. The third topo consists of the line fromconnect point 1 of weldolet 2 to endpoint 4.

83


6.6 Section 5: Design File Data in STROrder

Section 5 of the HITS report contains a record of how the network is traversed as the neutralfile is being generated. The software examines the network of piping and chooses thebest(that is, the one least likely to result in problems from PDSTRESS) topo to begin the networktraversal on. PDSTRESS prefers certain navigation sequences over others and the interfacesoftware tries to choose the optimal sequence.

PDSTRESS also requires that the traversal of the network be branch first order. This meansthat whenever a branch is encountered in the network, the traversal must head down thebranch before continuing down the header.

To traverse the network in branch first order manner you start on the header topo and travelconnect point by connect point until the value of branch is greater than 0 at some node. Whenbranch is positive then you jump down to the new topo and start traversing it until you cometo another branch or to the end. If you encounter another branch then you must jump again toanother topo. When the end of the topo is found then you return to the topo from which youjumped and continue tracing.

Sample Section 5

Design file data in STR order—————————–Name Occ cp # X Y Z Node Direct Section Flags Topo Seq Branch Sg_occCOMP 81 0 -0.15 0.00 0.00 - 2 1 1 3 2 19 0 49 1COMP 81 1 0.00 0.00 0.0 0 1 1 1 3 2 18 0 49 2PIPE 49 1 0.00 0.00 0.0 0 1 1 1 5 2 17 0 49 3PIPE 49 2 1.50 0.00 0.0 0 2 1 1 5 2 16 57 49 4COMP 82 0 3.75 0.00 0.0 0 0 2 0 3 0 0 0 49 5COMP 82 1 3.00 0.00 0.0 0 3 1 1 3 2 13 0 49 6COMP 82 2 3.75 0.75 0.0 0 4 2 1 3 2 12 0 49 7PIPE 50 1 3.75 0.75 0.0 0 4 2 1 5 2 11 0 49 8PIPE 50 2 3.75 2.75 0.0 0 5 2 1 5 2 10 0 49 9COMP 84 0 3.75 3.06 0.0 0 0 4 0 3 0 0 0 49 10COMP 84 1 3.75 2.75 0.0 0 5 4 1 3 2 9 0 49 11COMP 84 2 3.97 3.28 0.0 0 6 3 1 3 2 8 0 49 12PIPE 51 1 3.97 3.28 0.0 0 6 5 1 5 2 7 0 49 13PIPE 51 2 4.68 3.99 0.0 0 7 5 1 5 2 6 0 49 14COMP 85 0 4.90 4.21 0.0 0 0 7 0 3 0 0 0 49 15COMP 85 1 4.68 3.99 0.0 0 7 6 1 3 2 5 0 49 16COMP 85 2 5.21 4.21 0.0 0 8 7 1 3 2 4 0 49 17PIPE 52 1 5.21 4.21 0.0 0 8 7 1 5 2 3 0 49 18PIPE 52 2 6.21 4.21 0.0 0 9 7 1 5 2 2 0 49 19COMP 86 0 6.68 4.21 0.0 0 0 8 0 3 0 0 0 49 20COMP 86 1 6.21 4.21 0.0 0 9 7 1 3 2 1 20 49 21COMP 86 2 7.15 4.21 0.00 1 4 7 1 3 2 -1 20 51 22COMP 86 3 6.68 3.74 0.00 1 3 8 1 3 1 8 -29 50 23SUPP 6 1 1.50 0.00 0.0 0 2 9 1 8 4 1 -44 49 24SUPP 6 2 1.50 0.00 -0.41 - 3 9 1 8 4 2 0 49 25PIPE 55 1 6.68 3.74 0.00 1 3 8 1 5 1 7 0 50 26PIPE 55 2 6.68 1.74 0.00 1 2 8 1 5 1 6 0 50 27COMP 91 0 6.68 1.60 0.0 0 0 8 0 3 0 0 0 50 28COMP 91 1 6.68 1.45 0.00 1 1 8 1 3 1 4 0 50 29COMP 91 2 6.68 1.74 0.00 1 2 8 1 3 1 5 0 50 30COMP 92 0 6.68 1.00 0.0 0 0 8 0 3 0 0 0 50 31COMP 92 1 6.68 1.45 0.00 1 1 8 1 3 1 3 0 50 32COMP 92 2 6.68 0.56 0.00 1 0 8 1 3 1 2 0 50 33COMP 93 0 6.68 0.41 0.0 0 0 8 0 3 0 0 0 50 34COMP 93 1 6.68 0.56 0.00 1 0 8 1 3 1 1 0 50 35COMP 93 2 6.68 0.26 0.00 - 1 8 1 3 1 0 0 50 36

84

Section 5: Design File Data in STR Order________________

PIPE 53 1 7.15 4.21 0.00 1 4 7 1 5 2 -2 0 51 37PIPE 53 2 8.15 4.21 0.00 1 5 7 1 5 2 -3 0 51 38COMP 87 0 8.38 4.21 0.0 0 0 7 0 3 0 0 0 51 39COMP 87 1 8.15 4.21 0.00 1 5 7 1 3 2 -4 0 51 40COMP 87 2 8.61 4.21 0.00 1 6 7 1 3 2 -5 0 52 41PIPE 54 1 8.61 4.21 0.00 1 6 7 1 5 2 -6 0 52 42PIPE 54 2 10.61 4.21 0.00 1 7 7 1 5 2 -7 49 52 43COMP 88 0 10.61 4.21 0.13 0 1 0 0 3 0 0 0 52 44COMP 88 1 10.61 4.21 0.00 17 1 0 1 3 3 1 -22 52 45COMP 88 2 10.61 4.21 0.26 18 1 0 1 3 3 2 0 54 46COMP 89 0 10.61 4.21 0.38 0 1 0 0 3 0 0 0 54 47COMP 89 1 10.61 4.21 0.26 18 1 0 1 3 3 3 0 54 48COMP 89 2 10.61 4.21 0.51 19 1 0 1 3 3 4 0 54 49COMP 90 0 10.61 4.21 0.61 0 1 0 0 3 0 0 0 54 50COMP 90 1 10.61 4.21 0.51 19 1 0 1 3 3 5 0 54 51COMP 90 2 10.61 4.21 0.71 20 1 0 1 3 3 6 0 54 52PIPE 56 1 10.61 4.21 0.71 20 1 0 1 5 3 7 0 54 53PIPE 56 2 10.61 4.21 1.21 -1 1 0 1 5 3 8 0 54 54PIPE 30001 1 10.61 4.21 0.00 1 7 7 1 5 2 -8 49 53 55PIPE 30001 2 12.61 4.21 0.00 - 1 7 1 5 2 -9 0 53 56PIPE 30002 1 1.50 0.00 0.0 0 2 1 1 5 2 15 57 49 57PIPE 30002 2 3.00 0.00 0.0 0 3 1 1 5 2 14 0 49 58

85


6.7 Using the HITS Report to SolveProblems

When you have difficulty extracting a line, the first thing you should do in analyzing theproblem is to sketch out the network. Often this is enough to identify the problem. If thestructure in section 4 of the report is incorrect — that is, the topos are not correctly definedand connected or the pointers appear incorrect — then PDSTRESS’s input will be wrong andthe drawing will definitely be incorrect.

When the data structure represented in section 4 of the report is incorrect then you canconclude that either the interface has a bug or there is a problem in the model. Typical modelproblems include such things as disconnected sections and overlapping components or pipes.

When the modeler has inadvertently placed two pipes on top of each other you will get anerror message at the top of the HITS report stating this. The message will also report a nodenumber where the problem was detected. By getting the coordinate of the node you canpinpoint where in the model the problem occurs. This can also occur where the connectpoints of components overlap each other and are not properly connected.

Notice that one of the columns in section 4 of the report is calledsection. In a correct networkall of the topos should have a value of 1 in this column. When the network is composed ofmultiple disconnected sections, however, some topos will contain a value other than 1. In thiscase the network for each section should be sketched out. It should be apparent after doingthis where the different sections should have been connected in the model and, therefore,where the trouble spot is.

Another problem that might occur is that components that should all be colinear are not. Thisis detected by examining the direction list number. If the direction list changes for examplefrom one pipe to another then a problem exists in the model and the line can not be extractedproperly.

Mismatches between the design file and database can also cause iso extraction failures butthese types of problems should be trapped and reported adequately in other areas of thesoftware. You should not need to rely on the HITS report to find these kinds of problems.

When the data structure in section 4 of the report is correct then the traversal in section 5should be examined. Even if the network is correct, some other bug can cause the networktraversal to fail. Again, if the traversal is incorrect then PDSTRESS will definitely fail.When both the network and the traversal are correct, there is most likely a problem withPDSTRESS.

When PDSTRESS is at fault, then one of the following scenarios is true:

1. The drawing appears correct for the most part but some aspect of it is incorrect.

When this happens there is usually some option or combination of options that havebeen enabled that resulted in the problem. The best way to find the cause of theproblem is to start with a basic drawing generation setup that contains few "special"options. Then add a few options at a time until the problem is reproduced. Finally,

86

Using the HITS Report to Solve Problems________________ through a process of elimination identify the option that is causing the problem. Allfailures of this type should be reported to Intergraph.

2. The drawing or one sheet of it is scrambled — a total failure. When this happens it isusually the case that disabling options will not result in the drawing working — thoughsometimes it does. The best thing to do when this happens is to try and reextract asmaller portion of the line if possible. The failure should also be reported to Intergraph.

When any sheet of an PDSTRESS drawing fails, ALL sheets from the samepipeline may contain errors and are suspect.

87


88

Appendix A: Standard Note Library________________

Appendix A Standard Note Library

This section contains the codelists that apply to the PD_Stress software. Please refer to thePDS PipingComponent Data Reference Guidefor a comprehensive listing of all the codelists in PDS.

89


A.1 Codelist 145 - Materials Grade

C145 DF=’WRK_DD_CODLST:CODE0145.ENT’ MAX=4500; 0145, Materials Grade (4500); NOTE: Some data displays require that only values to the left of the; "=" sign be shown; other reports require that only values to the right; of the "=" sign be displayed.

1 = ’ ’;; Irons, 10-99

10 = ’A47-32510’12 = ’A47-35018’15 = ’A48-20’16 = ’A48-25’17 = ’A48-30’18 = ’A48-35’19 = ’A48-40’20 = ’A48-45’21 = ’A48-50’22 = ’A48-55’23 = ’A48-60’25 = ’A74’30 = ’A126-A’31 = ’A126-B’32 = ’A126-C’35 = ’A197’40 = ’A278-20’41 = ’A278-25’42 = ’A278-30’43 = ’A278-35’44 = ’A278-40’45 = ’A278-50’46 = ’A278-60’47 = ’A278-70’48 = ’A278-80’55 = ’A338’60 = ’A395-Ductile’62 = ’A395-Ferritic Ductile’70 = ’A571’75 = ’AWWA-C110-Ductile’76 = ’AWWA-C151-Ductile’

;; Carbon Steels, 100-499

110 = ’API-5L-A’114 = ’API-5L-A25’116 = ’API-5L-B’118 = ’API-5L-X42’120 = ’API-5L-X46’122 = ’API-5L-X52’124 = ’API-5L-X65’135 = ’A36’140 = ’A53-A’142 = ’A53-B’144 = ’A53-Type F’150 = ’A105’160 = ’A106-A’162 = ’A106-B’164 = ’A106-C’170 = ’A120’180 = ’A134-A36’

90

Appendix A: Codelist 145 - Materials Grade________________

182 = ’A134-A283-A’183 = ’A134-A283-B’184 = ’A134-A283-C’185 = ’A134-A283-D’186 = ’A134-A285-A’187 = ’A134-A285-B’188 = ’A134-A285-C’190 = ’A134-A570-30’191 = ’A134-A570-33’192 = ’A134-A570-36’193 = ’A134-A570-40’194 = ’A134-A570-45’195 = ’A134-A570-50’200 = ’A135-A’202 = ’A135-B’210 = ’A139-A’212 = ’A139-B’214 = ’A139-C’216 = ’A139-D’218 = ’A139-E’220 = ’A179’230 = ’A181-CL60’234 = ’A181-CL70’240 = ’A211-A570-30’241 = ’A211-A570-33’242 = ’A211-A570-36’243 = ’A211-A570-40’244 = ’A211-A570-45’245 = ’A211-A570-50’250 = ’A216-WCA’252 = ’A216-WCB’254 = ’A216-WCC’264 = ’A234-WPB’266 = ’A234-WPC’270 = ’A283-A’272 = ’A283-B’274 = ’A283-C’276 = ’A283-D’280 = ’A285-A’282 = ’A285-B’284 = ’A285-C’290 = ’A333-1’293 = ’A333-6’295 = ’A334-1’298 = ’A334-6’300 = ’A350-LF1’302 = ’A350-LF2’305 = ’A352-LCB’310 = ’A369-FPA’312 = ’A369-FPB’320 = ’A381-Y35’321 = ’A381-Y42’322 = ’A381-Y46’323 = ’A381-Y48’325 = ’A381-Y50’327 = ’A381-Y52’334 = ’A420-WPL6’340 = ’A515-55’342 = ’A515-60’344 = ’A515-65’346 = ’A515-70’350 = ’A516-55’

91


352 = ’A516-60’354 = ’A516-65’356 = ’A516-70’360 = ’A520-30’361 = ’A520-33’362 = ’A520-36’363 = ’A520-40’364 = ’A520-45’365 = ’A520-50’370 = ’A524-I’372 = ’A524-II’375 = ’A537-CL1’380 = ’A587’390 = ’A671-CA55’392 = ’A671-CB60’394 = ’A671-CB65’396 = ’A671-CB70’398 = ’A671-CC60’400 = ’A671-CC65’402 = ’A671-CC70’404 = ’A671-CD70’406 = ’A671-CE55’408 = ’A671-CE60’410 = ’A671-CK75’420 = ’A672-A45’422 = ’A672-A50’424 = ’A672-A55’426 = ’A672-B55’428 = ’A672-CB60’430 = ’A672-B65’432 = ’A672-B70’434 = ’A672-C55’436 = ’A672-C60’438 = ’A672-C65’440 = ’A672-C70’442 = ’A672-D70’444 = ’A672-E55’446 = ’A672-E60’448 = ’A672-N75’460 = ’A691-CMS75’464 = ’A691-CMSH70’

;; Low and Intermediate Alloy Steels, 500-899

510 = ’A182-F1’512 = ’A182-F2’514 = ’A182-F5’516 = ’A182-F5a’518 = ’A182-F6a Cl.1’519 = ’A182-F6a Cl.2’520 = ’A182-F6a Cl.3’521 = ’A182-F6a Cl.4’523 = ’A182-F6b’524 = ’A182-F7’526 = ’A182-F9’528 = ’A182-F11’530 = ’A182-F12’532 = ’A182-F21’534 = ’A182-F22’536 = ’A182-F22a’540 = ’A202-A’542 = ’A202-B’550 = ’A203-A’

92


552 = ’A203-B’554 = ’A203-D’556 = ’A203-E’560 = ’A204-A’562 = ’A204-B’564 = ’A204-C’576 = ’A217-C5’578 = ’A217-C12’580 = ’A217-CA15’582 = ’A217-WC1’584 = ’A217-WC4’586 = ’A217-WC5’588 = ’A217-WC6’590 = ’A217-WC9’600 = ’A225-A’602 = ’A225-B’610 = ’A234-WP1’614 = ’A234-WP5’616 = ’A234-WP7’618 = ’A234-WP9’620 = ’A234-WP11’622 = ’A234-WP12’624 = ’A234-WP22’630 = ’A302-A’632 = ’A302-B’634 = ’A302-C’636 = ’A302-D’644 = ’A333-3’646 = ’A333-4’648 = ’A333-7’650 = ’A333-8’652 = ’A333-9’664 = ’A334-3’666 = ’A334-7’668 = ’A334-8’670 = ’A334-9’680 = ’A335-P1’682 = ’A335-P2’684 = ’A335-P5’686 = ’A335-P5b’687 = ’A335-P5c’690 = ’A335-P7’692 = ’A335-P9’694 = ’A335-P11’696 = ’A335-P12’698 = ’A335-P15’700 = ’A335-P21’702 = ’A335-P22’710 = ’A350-LF3’720 = ’A352-LC1’722 = ’A352-LC2’724 = ’A352-LC3’730 = ’A353’740 = ’A369-FP1’742 = ’A369-FP2’744 = ’A369-FP3b’746 = ’A369-FP5’748 = ’A369-FP7’750 = ’A369-FP9’752 = ’A369-FP11’754 = ’A369-FP12’756 = ’A369-FP21’

93


758 = ’A369-FP22’760 = ’A385-7 Cl.1’761 = ’A385-7 Cl.2’770 = ’A387-2 Cl.1’771 = ’A387-2 Cl.2’774 = ’A387-5 Cl.1’775 = ’A387-5 Cl.2’778 = ’A387-9 Cl.1’779 = ’A387-9 Cl.2’780 = ’A387-11 Cl.1’781 = ’A387-11 Cl.2’782 = ’A387-12 Cl.1’783 = ’A387-12 Cl.2’784 = ’A387-21 Cl.1’785 = ’A387-21 Cl.2’786 = ’A387-22 Cl.1’787 = ’A387-22 Cl.2’794 = ’A420-WPL3’798 = ’A420-WPL8’800 = ’A426-CP1’802 = ’A426-CP2’804 = ’A426-CP5’806 = ’A426-CP5b’808 = ’A426-CP7’810 = ’A426-CP9’812 = ’A426-CP11’814 = ’A426-CP12’816 = ’A426-CP15’817 = ’A426-CPCA15’820 = ’A426-CP21’822 = ’A426-CP22’830 = ’A553-Type I’832 = ’A553-Type II’835 = ’A645’840 = ’A671-CF70’842 = ’A671-CF71’850 = ’A672-L65’852 = ’A672-L70’854 = ’A672-L75’860 = ’A691-CM65’862 = ’A691-CM70’864 = ’A691-CM75’866 = ’A691-0.5Cr’868 = ’A691-1Cr’870 = ’A691-1.25Cr’872 = ’A691-2.25Cr’874 = ’A691-3Cr’876 = ’A691-5Cr’878 = ’A691-9Cr’

;; Stainless Steels, 900-1324

920 = ’A167-301’922 = ’A167-302’923 = ’A167-302B’926 = ’A167-304’927 = ’A167-304L’930 = ’A167-305’932 = ’A167-308’934 = ’A167-309’935 = ’A167-309S’938 = ’A167-310’939 = ’A167-310S’

94


942 = ’A167-316’943 = ’A167-316L’946 = ’A167-317’947 = ’A167-317L’950 = ’A167-321’952 = ’A167-347’954 = ’A167-348’960 = ’A182-F10’964 = ’A182-F304’965 = ’A182-F304H’966 = ’A182-F304L’968 = ’A182-F310’970 = ’A182-F316’971 = ’A182-F316H’972 = ’A182-F316L’974 = ’A182-F321’975 = ’A182-F321H’978 = ’A182-F347’979 = ’A182-F347H’982 = ’A182-F348’983 = ’A182-F348H’990 = ’A240-X8M’992 = ’A240-302’994 = ’A240-304’995 = ’A240-304L’996 = ’A240-304H’998 = ’A240-305’

1000 = ’A240-309S’1004 = ’A240-310S’1006 = ’A240-316’1007 = ’A240-316L’1010 = ’A240-317’1011 = ’A240-317L’1014 = ’A240-321’1016 = ’A240-347’1018 = ’A240-348’1020 = ’A240-405’1022 = ’A240-410’1023 = ’A240-410S’1026 = ’A240-429’1028 = ’A240-430’1040 = ’A268-TP329’1044 = ’A268-TP405’1046 = ’A268-TP409’1048 = ’A268-TP410’1050 = ’A268-TP430’1051 = ’A268-TP430Ti’1054 = ’A268-TP443’1056 = ’A268-TP446’1060 = ’A269-TP304’1061 = ’A269-TP304L’1064 = ’A269-TP316’1065 = ’A269-TP316L’1070 = ’A312-TP304’1071 = ’A312-TP304H’1072 = ’A312-TP304L’1074 = ’A312-TP309’1076 = ’A312-TP310’1078 = ’A312-TP316’1079 = ’A312-TP316H’1080 = ’A312-TP316L’1082 = ’A312-TP317’

95


1084 = ’A312-TP321’1085 = ’A312-TP321H’1088 = ’A312-TP347’1089 = ’A312-TP347H’1092 = ’A312-TP348’1095 = ’A351-CA15’1100 = ’A351-CF3’1102 = ’A351-CF3A’1104 = ’A351-CF3M’1106 = ’A351-CF8’1108 = ’A351-CF8A’1110 = ’A351-CF8C’1112 = ’A351-CF8M’1113 = ’A351-CF10’1114 = ’A351-CF10MC’1116 = ’A351-CN7M’1118 = ’A351-CH8’1120 = ’A351-CH10’1122 = ’A351-CH20’1124 = ’A351-CK20’1126 = ’A351-HK30’1128 = ’A351-HK40’1130 = ’A351-HT30’1140 = ’A358-304’1141 = ’A358-304L’1144 = ’A358-309S’1146 = ’A358-310S’1148 = ’A358-316’1149 = ’A358-316L’1152 = ’A358-321’1154 = ’A358-347’1156 = ’A358-348’1160 = ’A376-16-8-2H’1162 = ’A376-TP304’1163 = ’A376-TP304H’1166 = ’A376-TP316’1167 = ’A376-TP316H’1170 = ’A376-TP321’1171 = ’A376-TP321H’1174 = ’A376-TP347’1175 = ’A376-TP347H’1178 = ’A376-TP348’1179 = ’A376-TP348H’1190 = ’A403-WP304’1191 = ’A403-WP304H’1192 = ’A403-WP304L’1194 = ’A403-WP309’1196 = ’A403-WP310’1198 = ’A403-WP316’1199 = ’A403-WP316H’1200 = ’A403-WP316L’1202 = ’A403-WP317’1204 = ’A403-WP321’1205 = ’A403-WP321H’1206 = ’A403-WP347’1207 = ’A403-WP347H’1210 = ’A403-WP348’1220 = ’A409-TP304’1222 = ’A409-TP309’1224 = ’A409-TP310’1226 = ’A409-TP316’1228 = ’A409-TP317’

96


1230 = ’A409-TP321’1232 = ’A409-TP347’1234 = ’A409-TP348’1240 = ’A430-FP304’1241 = ’A430-FP304H’1244 = ’A430-FP316’1245 = ’A430-FP316H’1248 = ’A430-FP321’1249 = ’A430-FP321H’1252 = ’A430-FP347’1253 = ’A430-FP347H’1260 = ’A451-CHP10’1262 = ’A451-CHP20’1264 = ’A451-CPF8C’1266 = ’A451-CPF8M’1268 = ’A451-CPF10MC’1270 = ’A451-CPH8’1272 = ’A451-CPK20’1280 = ’A452-TP304H’1282 = ’A452-TP316H’1284 = ’A452-TP347H’

;; Copper and Copper Alloys, 1325-1549

1325 = ’AISI-CDA Alloy 377’1330 = ’B42 Cl.C10200, drwn, NPD 0.0625-2’1331 = ’B42 Cl.C10200, drwn, NPD 2.5-12’1334 = ’B42 Cl.C12000, drwn, NPD 0.0625-2’1335 = ’B42 Cl.C12000, drwn, NPD 2.5-12’1338 = ’B42 Cl.C12200, drwn, NPD 0.0625-2’1339 = ’B42 Cl.C12200, drwn, NPD 2.5-12’1342 = ’B43 Cl.C23000, annld’1346 = ’B61 Cl.C92200’1350 = ’B62 Cl.C83600’1354 = ’B68 Cl.C10200, annld’1356 = ’B68 Cl.C12000, annld’1358 = ’B68 Cl.C12200, annld’1362 = ’B75 Cl.C10200, annld’1363 = ’B75 Cl.C10200, hrd drwn’1364 = ’B75 Cl.C10200, light drwn’1368 = ’B75 Cl.C12000, annld’1369 = ’B75 Cl.C12000, hrd drwn’1370 = ’B75 Cl.C12000, light drwn’1374 = ’B75 Cl.C12200, annld’1375 = ’B75 Cl.C12200, hrd drwn’1376 = ’B75 Cl.C12200, light drwn’1380 = ’B75 Cl.C14200, annld’1381 = ’B75 Cl.C14200, hrd drwn’1382 = ’B75 Cl.C14200, light drwn’1386 = ’B88 Cl.C10200, annld’1387 = ’B88 Cl.C10200, drwn’1392 = ’B88 Cl.C12000, annld’1393 = ’B88 Cl.C12000, drwn’1398 = ’B88 Cl.C12200, annld’1399 = ’B88 Cl.C12200, drwn’1404 = ’B96 Cl.C65500, annld’1408 = ’B152 Cl.C10200, annld’1410 = ’B152 Cl.C10400, annld’1412 = ’B152 Cl.C10500, annld’1414 = ’B152 Cl.C10700, annld’1416 = ’B152 Cl.C12200, annld’1418 = ’B152 Cl.C12300, annld’1422 = ’B169 Cl.C61400, soft’

97


1430 = ’B283 Cl.C11000’1432 = ’B283 Cl.C37700’1434 = ’B283 Cl.C46400’1436 = ’B283 Cl.C48500’1438 = ’B283 Cl.C63900’1440 = ’B283 Cl.C65500’1442 = ’B283 Cl.C67500’1450 = ’B402 Cl.C70600, annld’1452 = ’B402 Cl.C71500, annld’1456 = ’B466 Cl.C70600, annld’1458 = ’B466 Cl.C71500, annld’1462 = ’B467 Cl.C70600, annld, <=4.5in OD’1463 = ’B467 Cl.C70600, annld, >4.5in OD’1466 = ’B467 Cl.C71500, annld, <=4.5in OD’1467 = ’B467 Cl.C71500, annld, >4.5in OD’1472 = ’B584 Cl.C86200’1474 = ’B584 Cl.C86300’1476 = ’B584 Cl.C86400’1478 = ’B584 Cl.C86500’1480 = ’B584 Cl.C86700’1482 = ’B584 Cl.C90300’1484 = ’B584 Cl.C90500’1486 = ’B584 Cl.C92200’1488 = ’B584 Cl.C92300’1490 = ’B584 Cl.C95200’1492 = ’B584 Cl.C95300’1494 = ’B584 Cl.C95500’1496 = ’B584 Cl.C95600’1498 = ’B584 Cl.C97300’1500 = ’B584 Cl.C97600’1502 = ’B584 Cl.C97800’

;; Nickel and Nickel Alloys, 1550-1774

1560 = ’B127-400 (N04400) hot rolled plt annld’1561 = ’B127-400 (N04400) hot rolled plt AR’1564 = ’B160-200 (N02200) annld’1565 = ’B160-200 (N02200) hot fin’1568 = ’B160-201 annld’1572 = ’B161-200 (N02200) annld, <=5in OD’1573 = ’B161-200 (N02200) annld, >5in OD’1574 = ’B161-200 (N02200) stress rlvd’1576 = ’B161-201 (NO2201) annld, <=5in OD’1577 = ’B161-201 (N02201) annld, >5in OD’1578 = ’B161-201 (N02201) stress rlvd’1582 = ’B162-200 (N02200) hot rolled plt annld’1586 = ’B162-201 (N02201) hot rolled plt annld’1587 = ’B162-201 (N02201) hot rolled plt AR’1590 = ’B164-400 (N04400) annld forged’1591 = ’B164-400 (N04400) hot fin’1594 = ’B165-400 (N04400) annld, <=5in OD’1595 = ’B165-400 (N04400) annld, >5in OD’1596 = ’B165-400 (N04400) stress rlvd’1600 = ’B166-600 (N06600) annld’1601 = ’B166-600 (N06600) hot fin’1604 = ’B167-600 (N06600) cold drwn annld, <=5in OD’1605 = ’B167-600 (N06600) cold drwn annld, >5in OD’1606 = ’B167-600 (N06600) hot fin/hot fin annld, <=5in OD’1607 = ’B167-600 (N06600) hot fin/hot fin annld, >5in OD’1610 = ’B168-600 (N06600) hot rolled plt annld’1611 = ’B168-600 (N06600) hot rolled plt AR’1614 = ’B333-B (N10001) sln annld plt’1615 = ’B333-B (N10001) sln annld sheet’

98


1616 = ’B333-B-2 (N10665) sln annld’1620 = ’B335-B-2 (N10665) sln annld’1624 = ’B366-WPHB (N10001)’1626 = ’B366-WPHX (N06002)’1628 = ’B366-WPN (N02200)’1630 = ’B366-WPNC (N04400)’1632 = ’B366-WPNC1 (N06600)’1634 = ’B366-WPNL (N02201)’1636 = ’B366-WPNLWX’1638 = ’B366-WPNWX’1642 = ’B407-800 (N08800) cold drwn annld’1643 = ’B407-800 (N08800) hot fin/hot fin annld’1646 = ’B407-800H (N08810) cold drwn sln annld/hot fin’1648 = ’B443-625 (N06625) annld’1650 = ’B444-625 (N06625) annld’1652 = ’B446-625 (N06625) annld’1654 = ’B464-20Cb (N08020) annld’1656 = ’A494-CW-12M-1’1658 = ’A494-CW-12M-2’1660 = ’A494-CY-40’1664 = ’B574-C-4 (N06455) sln annld’1666 = ’B574-C-276 (N10276) sln annld’1670 = ’B575-C-4 (N06455) sln annld’1672 = ’B575-C-276 (N10276) sln annld’1676 = ’B581-G (N06007) sln annld’1680 = ’B582-G (N06007) sln annld’1684 = ’B612-200 (N02200) hot rolled plt AR’1688 = ’B619-20-Mod (N08320) sln annld’1700 = ’B619-B (N10001) sln annld’1702 = ’B619-B-2 (N10665) sln annld’1704 = ’B619-C-4 (N06455) sln annld’1706 = ’B619-C-276 (N10276) sln annld’1708 = ’B619-G1 (N06007) sln annld’1710 = ’B169-X (N06002) sln annld’1714 = ’B620-20-Mod (N08320) sln annld’1718 = ’B621-20-Mod (N08320) sln annld’1722 = ’B622-B (N10001) sln annld’1724 = ’B622-B-2 (N10655) sln annld’1726 = ’B622-C-4 (N06455) sln annld’1728 = ’B622-C-276 (N10276) sln annld’1730 = ’B622-G (N06007) sln annld’1732 = ’B622-X (N06002) sln annld’

;; Aluminum Alloys, 1775-2299

1780 = ’B26-356.0 temper T6’1782 = ’B26-356.0 temper T71’1784 = ’B26-443.0 temper F’1790 = ’B209-1060 temper 0’1792 = ’B209-1060 temper H12’1794 = ’B209-1060 temper H14’1796 = ’B209-1060 temper H112’1798 = ’B209-1100 temper 0’1800 = ’B209-1100 temper H12’1802 = ’B209-1100 temper H14’1804 = ’B209-1100 temper H112’1806 = ’B209-3003 temper 0’1808 = ’B209-3003 temper H12’1810 = ’B209-3003 temper H14’1812 = ’B209-3003 temper H112’1814 = ’B209-3004 temper 0’1816 = ’B209-3004 temper H32’1818 = ’B209-3004 temper H34’

99


1820 = ’B209-3004 temper H112’1822 = ’B209-5050 temper 0’1824 = ’B209-5050 temper H32’1826 = ’B209-5050 temper H34’1828 = ’B209-5050 temper H112’1830 = ’B209-5052 temper 0’1832 = ’B209-5052 temper H32’1834 = ’B209-5052 temper H34’1836 = ’B209-5052 temper H112’1838 = ’B209-5652 temper 0’1840 = ’B209-5652 temper H32’1842 = ’B209-5652 temper H34’1844 = ’B209-5652 temper H112’1846 = ’B209-5083 temper 0’1848 = ’B209-5083 temper H321’1850 = ’B209-5086 temper 0’1852 = ’B209-5086 temper H32’1854 = ’B209-5086 temper H34’1856 = ’B209-5086 temper H112’1858 = ’B209-5154 temper 0’1860 = ’B209-5154 temper H32’1862 = ’B209-5154 temper H34’1864 = ’B209-5154 temper H112’1866 = ’B209-5254 temper 0’1868 = ’B209-5254 temper H32’1870 = ’B209-5254 temper H34’1872 = ’B209-5254 temper H112’1874 = ’B209-5454 temper 0’1876 = ’B209-5454 temper H32’1878 = ’B209-5454 temper H34’1880 = ’B209-5454 temper H112’1882 = ’B209-5456 temper 0’1884 = ’B209-5456 temper H321’1886 = ’B209-6061 temper T4’1888 = ’B209-6061 temper T4, wld’1890 = ’B209-6061 temper T6’1892 = ’B209-6061 temper T6, wld’1894 = ’B209-6061 temper T651’1896 = ’B209-Alclad 3003 temper 0’1898 = ’B209-Alclad 3003 temper H12’1900 = ’B209-Alclad 3003 temper H14’1902 = ’B209-Alclad 3003 temper H112’1904 = ’B209-Alclad 3004 temper 0’1906 = ’B209-Alclad 3004 temper H32’1908 = ’B209-Alclad 3004 temper H34’1910 = ’B209-Alclad 3004 temper H112’1912 = ’B209-Alclad 6061 temper T4’1914 = ’B209-Alclad 6061 temper T4, wld’1916 = ’B209-Alclad 6061 temper T6’1918 = ’B209-Alclad 6061 temper T6, wld’1920 = ’B209-Alclad 6061 temper T451’1922 = ’B209-Alclad 6061 temper T651’1930 = ’B210-1060 temper 0’1932 = ’B210-1060 temper H14’1934 = ’B210-1060 temper H112’1936 = ’B210-3003 temper 0’1938 = ’B210-3003 temper H14’1940 = ’B210-3003 temper H18’1942 = ’B210-3003 temper H112’1944 = ’B210-5052 temper 0’1946 = ’B210-5052 temper H32’1948 = ’B210-5052 temper H34’

100


1950 = ’B210-5083 temper 0’1952 = ’B210-5083 temper H112’1954 = ’B210-5086 temper 0’1956 = ’B210-5086 temper H32’1958 = ’B210-5086 temper H34’1960 = ’B210-5086 temper H112’1962 = ’B210-5154 temper 0’1964 = ’B210-5154 temper H34’1966 = ’B210-5456 temper 0’1968 = ’B210-5456 temper H112’1970 = ’B210-6061 temper T4’1972 = ’B210-6061 temper T4, wld’1974 = ’B210-6061 temper T6’1976 = ’B210-6061 temper T6, wld’1978 = ’B210-6063 temper T4’1980 = ’B210-6063 temper T4, wld’1982 = ’B210-6063 temper T5, wld’1984 = ’B210-6063 temper T6’1986 = ’B210-6063 temper T6, wld’1988 = ’B210-Alclad 3002 temper 0’1990 = ’B210-Alclad 3003 temper H14’1992 = ’B210-Alclad 3003 temper H18’1994 = ’B210-Alclad 3003 temper H112’2010 = ’B221-1060 temper 0’2012 = ’B221-1060 temper H112’2014 = ’B221-1100 temper 0’2016 = ’B221-1100 temper H112’2018 = ’B221-3003 temper 0’2020 = ’B221-3003 temper H112’2022 = ’B221-5052 temper 0’2024 = ’B221-5053 temper 0’2026 = ’B221-5086 temper 0’2028 = ’B221-5154 temper 0’2030 = ’B221-5454 temper 0’2032 = ’B221-5456 temper 0’2034 = ’B221-6061 temper T4’2036 = ’B221-6061 temper T4, wld’2038 = ’B221-6061 temper T6’2040 = ’B221-6061 temper T6, wld’2042 = ’B221-6063 temper T4’2044 = ’B221-6063 temper T4, wld’2046 = ’B221-6063 temper T5’2048 = ’B221-6063 temper T5, wld’2050 = ’B221-6063 temper T6’2052 = ’B221-6063 temper T6, wld’2054 = ’B221-Alclad 3003 temper 0’2056 = ’B221-Alclad 3003 temper H112’2070 = ’B241-1060 temper 0’2072 = ’B241-1060 temper H112’2074 = ’B241-1100 temper 0’2076 = ’B241-1100 temper H112’2078 = ’B241-3003 temper 0’2080 = ’B241-3003 temper H18’2082 = ’B241-3003 temper H112’2084 = ’B241-5052 temper 0’2086 = ’B241-5083 temper 0’2088 = ’B241-5083 temper H112’2090 = ’B241-5086 temper 0’2092 = ’B241-5086 temper H112’2094 = ’B241-5454 temper 0’2096 = ’B241-5454 Temepr H112’2098 = ’B241-5456 temper 0’

101


2100 = ’B241-5456 temper H112’2102 = ’B241-5462 temper 0’2104 = ’B241-5462 temper H112’2106 = ’B241-6061 temper T4’2108 = ’B241-6061 temper T4, wld’2110 = ’B241-6061 temper T6, <NPD 1’2112 = ’B241-6061 temper T6, =>NPD 1’2114 = ’B241-6061 temper T6, wld’2116 = ’B241-6063 temper T4’2118 = ’B241-6063 temper T4, wld’2120 = ’B241-6063 temper T5’2122 = ’B241-6063 temper T5, wld’2124 = ’B241-6063 temper T6’2126 = ’B241-6063 temper T6, wld’2128 = ’B241-Alclad 3003 temper 0’2130 = ’B241-Alclad 3003 temper H112’2140 = ’B247-3003 temper H112’2142 = ’B247-3003 temper H112, wld’2144 = ’B247-5083 temper 0’2146 = ’B247-5083 temper H112’2148 = ’B247-5083 temper H112, wld’2150 = ’B247-6061 temper T6’2152 = ’B247-6061 temper T6, wld’2160 = ’B345-1060 temper 0’2162 = ’B345-1060 temper H112’2164 = ’B345-3003 temper 0’2166 = ’B345-3003 temper H18’2168 = ’B345-3003 temper H112’2170 = ’B345-5083 temper 0’2172 = ’B345-5083 temper H112’2174 = ’B345-5086 temper 0’2176 = ’B345-5086 temper H112’2178 = ’B345-6061 temper T4’2180 = ’B345-6061 temper T4, wld’2182 = ’B345-6061 temper T6, <NPD 1’2184 = ’B345-6061 temper T6, =>NPD 1’2186 = ’B345-6061 temper T6, wld’2188 = ’B345-6063 temper T4’2190 = ’B345-6063 temper T4, wld’2192 = ’B345-6063 temper T5’2194 = ’B345-6063 temper T5, wld’2196 = ’B345-6063 temper T6’2198 = ’B345-6063 temper T6, wld’2200 = ’B345-Alclad 3002 temper 0’2202 = ’B345-Alclad 3002 temper H112’2220 = ’B361-WP1060 temper 0’2222 = ’B361-WP1060 temper H112’2224 = ’B361-WP1100 temper 0’2226 = ’B361-WP1100 temper H112’2228 = ’B361-WP3003 temper 0’2230 = ’B361-WP3003 temper H112’2232 = ’B361-WP5154 temper 0’2234 = ’B361-WP5154 temper H112’2236 = ’B361-WP6061 temper T4’2238 = ’B361-WP6061 temper T4, wld’2240 = ’B361-WP6061 temper T6’2242 = ’B361-WP6061 temper T6, wld’2244 = ’B361-WP6063 temper T4’2246 = ’B361-WP6063 temper T4, wld’2248 = ’B361-WP6063 temper T6’2250 = ’B361-WP6063 temper T6, wld’2252 = ’B361-AP Alclad 3003 temper 0’

102


2254 = ’B361-AP Alclad 3003 temper H112’;; Other Materials, 2300-2999

2310 = ’B337-1’2311 = ’B337-2’2313 = ’B337-3’2317 = ’B337-7’2320 = ’C76-CLIII’2325 = ’C443’2350 = ’C700’2400 = ’D1785-PVC1120’2402 = ’D2467-PVC1120’2440 = ’F439-CPVC4120’2442 = ’F441-CPVC4120’

;; Gaskets, 3000-3999

3051 = ’G51’3052 = ’G52’3076 = ’G76’3077 = ’G77’3078 = ’G78’3079 = ’G79’3101 = ’G101’3102 = ’G102’3103 = ’G103’3111 = ’G111’3112 = ’G112’3154 = ’G154’3171 = ’G171’3175 = ’G175’3189 = ’G189’3195 = ’G195’3204 = ’G204’3210 = ’G210’3231 = ’G231’3234 = ’G234’3236 = ’G236’

;3241 = ’G241’3244 = ’G244’3246 = ’G246’

;3251 = ’G251’3256 = ’G256’3261 = ’G261’3262 = ’G262’3266 = ’G266’3267 = ’G267’3271 = ’G271’3272 = ’G272’3276 = ’G276’3277 = ’G277’3281 = ’G281’3282 = ’G282’3286 = ’G286’

;3306 = ’G306’3307 = ’G307’3311 = ’G311’3312 = ’G312’3316 = ’G316’3317 = ’G317’

103


3321 = ’G321’3322 = ’G322’3326 = ’G326’3327 = ’G327’3331 = ’G331’

;3356 = ’G356’3361 = ’G361’3366 = ’G366’

;3403 = ’G403’3404 = ’G404’3408 = ’G408’3429 = ’G429’3435 = ’G435’3436 = ’G436’3441 = ’G441’

;3451 = ’G451’3452 = ’G452’3463 = ’G463’3466 = ’G466’3468 = ’G468’3473 = ’G473’

;3476 = ’G476’3477 = ’G477’3488 = ’G488’3491 = ’G491’3493 = ’G493’3498 = ’G498’

;3551 = ’G551’3552 = ’G552’3556 = ’G556’3563 = ’G563’3566 = ’G566’3568 = ’G568’3569 = ’G569’3573 = ’G573’

;3601 = ’G601’3602 = ’G602’3606 = ’G606’3608 = ’G608’3610 = ’G610’3613 = ’G613’3616 = ’G616’3618 = ’G618’3619 = ’G619’3623 = ’G623’

;3651 = ’G651’3653 = ’G653’3655 = ’G655’3657 = ’G657’3659 = ’G659’3661 = ’G661’3663 = ’G663’3665 = ’G665’3669 = ’G669’

;

104


3671 = ’G671’3673 = ’G673’3675 = ’G675’3677 = ’G677’3679 = ’G679’3681 = ’G681’3683 = ’G683’3685 = ’G685’3689 = ’G689’

;3691 = ’G691’3693 = ’G693’3695 = ’G695’3699 = ’G699’3701 = ’G701’3703 = ’G703’3705 = ’G705’3709 = ’G709’

;3711 = ’G711’3713 = ’G713’3715 = ’G715’3719 = ’G719’3721 = ’G721’3723 = ’G723’3725 = ’G725’3729 = ’G729’

;3731 = ’G731’3733 = ’G733’3735 = ’G735’3739 = ’G739’3741 = ’G741’3743 = ’G743’3745 = ’G745’3749 = ’G749’

;3751 = ’G751’3753 = ’G753’3755 = ’G755’3761 = ’G761’3763 = ’G763’3765 = ’G765’

;3771 = ’G771’3773 = ’G773’3775 = ’G775’3781 = ’G781’3783 = ’G783’3785 = ’G785’

;; Bolting, 4000-4999

4011 = ’B11’4012 = ’B12’4014 = ’B14’4015 = ’B15’4021 = ’B21’4022 = ’B22’4031 = ’B31’4032 = ’B32’4033 = ’B33’4035 = ’B35’

105


4038 = ’B38’4039 = ’B39’4041 = ’B41’4042 = ’B42’4044 = ’B44’4045 = ’B45’4046 = ’B46’4047 = ’B47’4048 = ’B48’4050 = ’B50’4051 = ’B51’4061 = ’B61’4062 = ’B62’4064 = ’B64’4065 = ’B65’4066 = ’B66’4067 = ’B67’4068 = ’B68’4069 = ’B69’4071 = ’B71’4074 = ’B74’4075 = ’B75’4076 = ’B76’4077 = ’B77’4078 = ’B78’4079 = ’B79’4080 = ’B80’4081 = ’B81’4082 = ’B82’4084 = ’B84’4085 = ’B85’

;4500 = ’Undefined’

;; materials for british standards ranged used 6000-7999;; cardon steel pipes and tubes BS3601;

6000 = ’BS3601:BW320’6001 = ’BS3601:ERW320’6002 = ’BS3601:ERW360’6003 = ’BS3601:ERW430’6004 = ’BS3601:S360’6005 = ’BS3601:S430’6006 = ’BS3601:SAW430’

; steel pipes and tubes BS3602 part 1 19876010 = ’BS3602:PART 1:HFS360:Cat 1’6011 = ’BS3602:PART 1:HFS360:Cat 2’6012 = ’BS3602:PART 1:HFS430:Cat 1’6013 = ’BS3602:PART 1:HFS430:Cat 2’6014 = ’BS3602:PART 1:HFS500Nb:Cat 1’6015 = ’BS3602:PART 1:HFS500Nb:Cat 2’6016 = ’BS3602:PART 1:CFS360:Cat 1’6017 = ’BS3602:PART 1:CFS360:Cat 2’6018 = ’BS3602:PART 1:CFS430:Cat 1’6019 = ’BS3602:PART 1:CFS430:Cat 2’6020 = ’BS3602:PART 1:CFS500Nb:Cat 1’6021 = ’BS3602:PART 1:CFS500Nb:Cat 2’6022 = ’BS3602:PART 1:ERW360:Cat 1’6023 = ’BS3602:PART 1:ERW360:Cat 2’6024 = ’BS3602:PART 1:ERW430:Cat 1’6025 = ’BS3602:PART 1:ERW430:Cat 2’

106


6026 = ’BS3602:PART 1:CEW360:Cat 1’6027 = ’BS3602:PART 1:CEW360:Cat 2’6028 = ’BS3602:PART 1:CEW430:Cat 1’6029 = ’BS3602:PART 1:CEW430:Cat 2’

; steel pipes and tubes elevated temp prop BS3602 part 26030 = ’BS3602:PART 2:SAW410:cat 1’6031 = ’BS3602:PART 2:SAW410:cat 2’6032 = ’BS3602:PART 2:SAW460:cat 1’6033 = ’BS3602:PART 2:SAW460:cat 2’

; steel pipes and tubes low temp prop BS3603 19776040 = ’BS3603 HFS410 LT 50 Cat 1’6041 = ’BS3603 HFS410 LT 50 Cat 2’6042 = ’BS3603 CFS410 LT 50 Cat 1’6043 = ’BS3603 CFS410 LT 50 Cat 2’6044 = ’BS3603 ERW410 LT 50 Cat 1’6045 = ’BS3603 ERW410 LT 50 Cat 2’6046 = ’BS3603 CEW410 LT 50 Cat 1’6047 = ’BS3603 CEW410 LT 50 Cat 2’6048 = ’BS3603 HFS503 LT 100 Cat 1’6049 = ’BS3603 HFS503 LT 100 Cat 2’6050 = ’BS3603 CFS503 LT 100 Cat 1’6051 = ’BS3603 CFS503 LT 100 Cat 2’6052 = ’BS3603 HFS509 LT 196 Cat 1’6053 = ’BS3603 HFS509 LT 196 Cat 2’6054 = ’BS3603 CFS509 LT 196 Cat 1’6055 = ’BS3603 CFS509 LT 196 Cat 2’

; steel pipes and tubes elevated temp prop BS36046060 = ’BS3604:HFS620-460 Cat 1’6061 = ’BS3604:CFS620-460 Cat 1’6062 = ’BS3604:ERW620-460 Cat 1’6063 = ’BS3604:CEW620-460 Cat 1’6064 = ’BS3604:HFS620-460 Cat 2’6065 = ’BS3604:CFS620-460 Cat 2’6066 = ’BS3604:ERW620-460 Cat 2’6067 = ’BS3604:CEW620-460 Cat 2’6068 = ’BS3604:HFS620-440 Cat 1’6069 = ’BS3604:CFS620-440 Cat 1’6070 = ’BS3604:ERW620-440 Cat 1’6071 = ’BS3604:CEW620-440 Cat 1’6072 = ’BS3604:HFS620-440 Cat 2’6073 = ’BS3604:CFS620-440 Cat 2’6074 = ’BS3604:ERW620-440 Cat 2’6075 = ’BS3604:CEW620-440 Cat 2’6076 = ’BS3604:HFS621 Cat 1’6077 = ’BS3604:CFS621 Cat 1’6078 = ’BS3604:ERW621 Cat 1’6079 = ’BS3604:CEW621 Cat 1’6080 = ’BS3604:HFS621 Cat 2’6081 = ’BS3604:CFS621 Cat 2’6082 = ’BS3604:ERW621 Cat 2’6083 = ’BS3604:CEW621 Cat 2’6084 = ’BS3604:HFS660 Cat 1’6085 = ’BS3604:CFS660 Cat 1’6086 = ’BS3604:HFS660 Cat 2’6087 = ’BS3604:CFS660 Cat 2’6088 = ’BS3604:HFS622 Cat 1’6089 = ’BS3604:CFS622 Cat 1’6090 = ’BS3604:HFS622 Cat 2’6091 = ’BS3604:CFS622 Cat 2’6092 = ’BS3604:HFS625 Cat 1’6093 = ’BS3604:CFS625 Cat 1’6094 = ’BS3604:HFS625 Cat 2’

107


6095 = ’BS3604:CFS625 Cat 2’6096 = ’BS3604:HFS629-470 Cat 1’6097 = ’BS3604:CFS629-470 Cat 1’6098 = ’BS3604:HFS629-470 Cat 2’6099 = ’BS3604:CFS629-470 Cat 2’6100 = ’BS3604:HFS629-590 Cat 1’6101 = ’BS3604:CFS629-590 Cat 1’6102 = ’BS3604:HFS629-590 Cat 2’6103 = ’BS3604:CFS629-590 Cat 2’6104 = ’BS3604:HFS762 Cat 1’6105 = ’BS3604:CFS762 Cat 1’6106 = ’BS3604:HFS762 Cat 2’6107 = ’BS3604:CFS762 Cat 2’

;; SS pipes and tubes for pressure purposes BS3605:1973;

6110 = ’BS3605 304S14’6111 = ’BS3605 304S18’6112 = ’BS3605 304S59’6113 = ’BS3605 304S22’6114 = ’BS3605 304S25’6115 = ’BS3605 316S14’6116 = ’BS3605 316S18’6117 = ’BS3605 316S59’6118 = ’BS3605 316S22’6119 = ’BS3605 316S26’6120 = ’BS3605 321S18’6121 = ’BS3605 321S59(1010)’6122 = ’BS3605 321S59(1105)’6123 = ’BS3605 321S22’6124 = ’BS3605 347S18’6125 = ’BS3605 347S59’6126 = ’BS3605 347S17’

;; plates BS1501 part 1 1980;

6200 = ’BS1501-141 360A’6201 = ’BS1501-151 360A’6202 = ’BS1501-151 400A’6203 = ’BS1501-151 430A’6204 = ’BS1501-151 360B’6205 = ’BS1501-151 400B’6206 = ’BS1501-151 430B’6207 = ’BS1501-154 360A’6208 = ’BS1501-154 400A’6209 = ’BS1501-154 430A’6210 = ’BS1501-161 360A’6211 = ’BS1501-161 400A’6212 = ’BS1501-161 430A’6213 = ’BS1501-161 360B’6214 = ’BS1501-161 400B’6215 = ’BS1501-161 430B’6216 = ’BS1501-164 360A RT’6217 = ’BS1501-164 360A LT0’6218 = ’BS1501-164 360A LT20’6219 = ’BS1501-164 360B RT’6220 = ’BS1501-164 360B LT0’6221 = ’BS1501-164 360B LT20’6222 = ’BS1501-164 400A RT’6223 = ’BS1501-164 400A LT0’6224 = ’BS1501-164 400A LT20’6225 = ’BS1501-164 400B RT’

108


6226 = ’BS1501-164 400B LT0’6227 = ’BS1501-164 400B LT20’6228 = ’BS1501-223 460A RT’6229 = ’BS1501-223 460A LT0’6230 = ’BS1501-223 460A LT15’6231 = ’BS1501-223 460A LT30’6232 = ’BS1501-223 460B RT’6233 = ’BS1501-223 460B LT0’6234 = ’BS1501-223 460B LT15’6235 = ’BS1501-223 460B LT30’6236 = ’BS1501-223 490A RT’6237 = ’BS1501-223 490A LT0’6238 = ’BS1501-223 490A LT15’6239 = ’BS1501-223 490A LT30’6240 = ’BS1501-223 490B RT’6241 = ’BS1501-223 490B LT0’6242 = ’BS1501-223 490B LT15’6243 = ’BS1501-223 490B LT30’6244 = ’BS1501-224 400A RT’6245 = ’BS1501-224 400A LT0’6246 = ’BS1501-224 400A LT20’6247 = ’BS1501-224 400A LT30’6248 = ’BS1501-224 400A LT40’6249 = ’BS1501-224 400A LT50’6250 = ’BS1501-224 400B RT’6251 = ’BS1501-224 400B LT0’6252 = ’BS1501-224 400B LT20’6253 = ’BS1501-224 400B LT30’6254 = ’BS1501-224 400B LT40’6255 = ’BS1501-224 400B LT50’6256 = ’BS1501-224 430A RT’6257 = ’BS1501-224 430A LT0’6258 = ’BS1501-224 430A LT20’6259 = ’BS1501-224 430A LT30’6260 = ’BS1501-224 430A LT40’6261 = ’BS1501-224 430A LT50’6262 = ’BS1501-224 430B RT’6263 = ’BS1501-224 430B LT0’6264 = ’BS1501-224 430B LT20’6265 = ’BS1501-224 430B LT30’6266 = ’BS1501-224 430B LT40’6267 = ’BS1501-224 430B LT50’6268 = ’BS1501-224 460A RT’6269 = ’BS1501-224 460A LT0’6270 = ’BS1501-224 460A LT20’6271 = ’BS1501-224 460A LT30’6272 = ’BS1501-224 460A LT40’6273 = ’BS1501-224 460A LT50’6274 = ’BS1501-224 460B RT’6275 = ’BS1501-224 460B LT0’6276 = ’BS1501-224 460B LT20’6277 = ’BS1501-224 460B LT30’6278 = ’BS1501-224 460B LT40’6279 = ’BS1501-224 460B LT50’6280 = ’BS1501-224 490A RT’6281 = ’BS1501-224 490A LT0’6282 = ’BS1501-224 490A LT20’6283 = ’BS1501-224 490A LT30’6284 = ’BS1501-224 490A LT40’6285 = ’BS1501-224 490A LT50’6286 = ’BS1501-224 490B RT’6287 = ’BS1501-224 490B LT0’

109


6288 = ’BS1501-224 490B LT20’6289 = ’BS1501-224 490B LT30’6290 = ’BS1501-224 490B LT40’6291 = ’BS1501-224 490B LT50’6292 = ’BS1501-225 460A LT20’6293 = ’BS1501-225 460A LT30’6294 = ’BS1501-225 460A LT50’6295 = ’BS1501-225 460A LT60’6296 = ’BS1501-225 460B LT20’6297 = ’BS1501-225 460B LT30’6298 = ’BS1501-225 460B LT50’6299 = ’BS1501-225 460B LT60’6300 = ’BS1501-225 490A LT20’6301 = ’BS1501-225 490A LT30’6302 = ’BS1501-225 490A LT50’6303 = ’BS1501-225 490B LT20’6304 = ’BS1501-225 490B LT30’6305 = ’BS1501-225 490B LT50’

;; steel plates BS1501 part 2 1988;

6310 = ’BS1501-243’6311 = ’BS1501-271’6312 = ’BS1501-281’6313 = ’BS1501-620’6314 = ’BS1501-621’6315 = ’BS1501-622-515’6316 = ’BS1501-622-690’6317 = ’BS1501-660’6318 = ’BS1501-503’6319 = ’BS1501-510’6320 = ’BS1501-828’

;; steel plates BS1501 part 3 1973;

6321 = ’BS1501-403S17A’6322 = ’BS1501-405S17A’6323 = ’BS1501-304S12A’6324 = ’BS1501-304S15A’6325 = ’BS1501-304S49A’6326 = ’BS1501-321S12A’6327 = ’BS1501-321S49A’6328 = ’BS1501-347S17A’6329 = ’BS1501-347S49A’6330 = ’BS1501-316S12A’6331 = ’BS1501-316S16A’6332 = ’BS1501-316S37A’6333 = ’BS1501-316S49A’6334 = ’BS1501-320S17A’6335 = ’BS1501-310S24A’6336 = ’BS1501-NA15A’6337 = ’BS1501-NA16A’6338 = ’BS1501-460S52A’6339 = ’BS1501-304S62A’6340 = ’BS1501-304S65A’6341 = ’BS1501-304S87A’6342 = ’BS1501-347S67A’6343 = ’BS1501-316S62A’6344 = ’BS1501-316S66A’6345 = ’BS1501-316S82A’6351 = ’BS1501-403S17B’6352 = ’BS1501-405S17B’

110


6353 = ’BS1501-304S12B’6354 = ’BS1501-304S15B’6355 = ’BS1501-304S49B’6356 = ’BS1501-351S12B’6357 = ’BS1501-351S49B’6358 = ’BS1501-347S17B’6359 = ’BS1501-347S49B’6360 = ’BS1501-316S12B’6361 = ’BS1501-316S16B’6362 = ’BS1501-316S37B’6363 = ’BS1501-316S49B’6364 = ’BS1501-320S17B’6365 = ’BS1501-310S24B’6366 = ’BS1501-NA15B’6367 = ’BS1501-NA16B’6368 = ’BS1501-460S52B’6369 = ’BS1501-304S62B’6370 = ’BS1501-304S65B’6371 = ’BS1501-304S87B’6372 = ’BS1501-377S67B’6373 = ’BS1501-316S62B’6374 = ’BS1501-316S66B’6375 = ’BS1501-316S82B’6376 = ’BS1501-460S52A LT70’

;; steel forgings to BS1503 1980;

6380 = ’BS1503 164-490’6381 = ’BS1503 221-410’6382 = ’BS1503 221-430’6383 = ’BS1503 221-460’6384 = ’BS1503 221-490’6385 = ’BS1503 221-510’6386 = ’BS1503 221-530’6387 = ’BS1503 221-550’6388 = ’BS1503 223-410’6389 = ’BS1503 223-430’6390 = ’BS1503 223-460’6391 = ’BS1503 223-490’6392 = ’BS1503 223-510’6393 = ’BS1503 224-410’6394 = ’BS1503 224-430’6395 = ’BS1503 224-460’6396 = ’BS1503 224-490’6397 = ’BS1503 224-510’

;6398 = ’BS1503 245-420’6399 = ’BS1503 620-440’6400 = ’BS1503 620-540’6401 = ’BS1503 621-460’6402 = ’BS1503 660-460’6403 = ’BS1503 271-560’6404 = ’BS1503 622-490’6405 = ’BS1503 622-560’6406 = ’BS1503 622-650’6407 = ’BS1503 625-520’6408 = ’BS1503 625-590’6409 = ’BS1503 503-490’6410 = ’BS1503 509-690’6411 = ’BS1503 410S21’6412 = ’BS1503 420S29’6413 = ’BS1503 403S17’

111


6414 = ’BS1503 405S17’;

6415 = ’BS1503 304S11’6416 = ’BS1503 304S31’6417 = ’BS1503 304S51’6418 = ’BS1503 347S31’6419 = ’BS1503 347S51’6420 = ’BS1503 321S31’6421 = ’BS1503 321S51-490’6422 = ’BS1503 321S51-510’6423 = ’BS1503 316S11’6424 = ’BS1503 316S13’6425 = ’BS1503 316S31’6426 = ’BS1503 316S33’6427 = ’BS1503 316S51’6428 = ’BS1503 320S33’6429 = ’BS1503 310S31’

;6430 = ’BS1503 164-490E’6431 = ’BS1503 221-430E’6432 = ’BS1503 221-460E’6433 = ’BS1503 221-490E’6434 = ’BS1503 221-510E’6435 = ’BS1503 221-530E’6436 = ’BS1503 221-550E’6437 = ’BS1503 223-410E’6438 = ’BS1503 223-430E’6439 = ’BS1503 223-460E’6440 = ’BS1503 223-490E’6441 = ’BS1503 223-510E’6442 = ’BS1503 224-410E’6443 = ’BS1503 224-430E’6444 = ’BS1503 224-460E’6445 = ’BS1503 224-490E’6446 = ’BS1503 224-510E’

;6447 = ’BS1503 245-420E’6448 = ’BS1503 620-440E’6449 = ’BS1503 620-540E’6450 = ’BS1503 621-460E’6451 = ’BS1503 660-460E’6452 = ’BS1503 271-560E’6453 = ’BS1503 622-490E’6454 = ’BS1503 622-560E’6455 = ’BS1503 622-650E’6456 = ’BS1503 625-520E’6457 = ’BS1503 625-590E’6458 = ’BS1503 410S21E’6459 = ’BS1503 420S29E’6460 = ’BS1503 403S17E’6461 = ’BS1503 405S17E’

;6462 = ’BS1503 304S11E’6463 = ’BS1503 304S31E’6464 = ’BS1503 304S51E’6465 = ’BS1503 347S31E’6466 = ’BS1503 347S51E’6467 = ’BS1503 321S31E’6468 = ’BS1503 321S51-490E’6469 = ’BS1503 321S51-510E’6470 = ’BS1503 316S11E’6471 = ’BS1503 316S13E’

112


6472 = ’BS1503 316S31E’6473 = ’BS1503 316S33E’6474 = ’BS1503 316S51E’

;6475 = ’BS1503 223-410-LT10’6476 = ’BS1503 223-410-LT20’6477 = ’BS1503 223-410-LT50’6478 = ’BS1503 223-430-LT10’6479 = ’BS1503 223-430-LT15’6480 = ’BS1503 223-430-LT40’6481 = ’BS1503 223-460-LT0’6482 = ’BS1503 223-460-LT10’6483 = ’BS1503 223-460-LT20’6484 = ’BS1503 223-490-LT0’6485 = ’BS1503 223-490-LT10’6486 = ’BS1503 223-510-LT0’6487 = ’BS1503 224-410-LT10’6488 = ’BS1503 224-410-LT20’6489 = ’BS1503 224-410-LT50’6490 = ’BS1503 224-430-LT10’6491 = ’BS1503 224-430-LT15’6492 = ’BS1503 224-430-LT40’6493 = ’BS1503 224-460-LT0’6494 = ’BS1503 224-460-LT10’6495 = ’BS1503 224-460-LT20’6496 = ’BS1503 224-490-LT0’6497 = ’BS1503 224-490-LT10’6498 = ’BS1503 224-510-LT0’

;6499 = ’BS1503 503-490-LT80’6500 = ’BS1503 509-690-LT196’

;6501 = ’BS1503 304S11-LT196’6502 = ’BS1503 304S31-LT196’6503 = ’BS1503 347S31-LT196’6504 = ’BS1503 321S31-LT196’6505 = ’BS1503 321S51-490’6506 = ’BS1503 321S51-510’6507 = ’BS1503 316S11-LT196’6508 = ’BS1503 316S13-LT196’6509 = ’BS1503 316S31-LT196’6510 = ’BS1503 316S33-LT196’

;; steel casting to BS1504 1976;

6520 = ’BS1504-161 grade 430A’6521 = ’BS1504-161 grade 480A’6522 = ’BS1504-161 grade 540A’6523 = ’BS1504-161 grade 430E’6524 = ’BS1504-161 grade 480E’6525 = ’BS1504-161 grade 430A-LT40’6526 = ’BS1504-245A’6527 = ’BS1504-245B’6528 = ’BS1504-245A-LT50’6529 = ’BS1504-503-LT60’6530 = ’BS1504-621A’6531 = ’BS1504-622A’6532 = ’BS1504-622E’6533 = ’BS1504-623A’6534 = ’BS1504-625A’6535 = ’BS1504-625E’6536 = ’BS1504-629A’

113


6537 = ’BS1504-660A’6538 = ’BS1504-420C29A’6539 = ’BS1504-425C11A’6540 = ’BS1504-304C15A’6541 = ’BS1504-304C15A-LT196’6542 = ’BS1504-304C12A’6543 = ’BS1504-304C12A-LT196’6544 = ’BS1504-347C17A’6545 = ’BS1504-347C17A-LT196’6546 = ’BS1504-315C16A’6547 = ’BS1504-315C16A-LT196’6548 = ’BS1504-316C12A’6549 = ’BS1504-316C16A’6550 = ’BS1504-316C71A’6551 = ’BS1504-318C17A’6552 = ’BS1504-316C16E’6553 = ’BS1504-316C71E’6554 = ’BS1504-316C12A-LT196’6555 = ’BS1504-316C16A-LT196’6556 = ’BS1504-316C71A-LT196’6557 = ’BS1504-317C12A’6558 = ’BS1504-317C16A’6559 = ’BS1504-364C11A’6560 = ’BS1504-332C11A’6561 = ’BS1504-310C40A’6562 = ’BS1504-330C11A’

;; steel bars and billets for bolting BS1506 1986;

6570 = ’BS1506-162’6571 = ’BS1506-253’6572 = ’BS1506-253-LT100’6573 = ’BS1506-509-650’6574 = ’BS1506-509-650-LT196’6575 = ’BS1506-509-690’6576 = ’BS1506-509-690-LT196’6577 = ’BS1506-630-790’6578 = ’BS1506-630-790-LT100’6579 = ’BS1506-630-790-LT75’6580 = ’BS1506-630-860’6581 = ’BS1506-630-860-LT100’6582 = ’BS1506-630-690’6583 = ’BS1506-630-690-LT100’6584 = ’BS1506-631-850’6585 = ’BS1506-670-860’6586 = ’BS1506-671-850’6587 = ’BS1506-681-820’6588 = ’BS1506-410S21-690’6589 = ’BS1506-410S21-720’6590 = ’BS1506-410S21-760’6591 = ’BS1506-410S21-750’6592 = ’BS1506-410S21-770’6593 = ’BS1506-416S29’6594 = ’BS1506-286S31’6595 = ’BS1506-286S31-LT196’6596 = ’BS1506-304S31’6597 = ’BS1506-304S31-LT196’6598 = ’BS1506-304S51’6599 = ’BS1506-304S61’6600 = ’BS1506-304S61-LT196’6601 = ’BS1506-304S71’6602 = ’BS1506-304S71-LT196’

114


6603 = ’BS1506-303S22’6604 = ’BS1506-316S31’6605 = ’BS1506-316S31-LT196’6606 = ’BS1506-316S33’6607 = ’BS1506-316S33-LT196’6608 = ’BS1506-316S51’6609 = ’BS1506-316S53’6610 = ’BS1506-316S61’6611 = ’BS1506-316S61-LT196’6612 = ’BS1506-316S63’6613 = ’BS1506-316S63-LT196’6614 = ’BS1506-316S65’6615 = ’BS1506-316S65-LT196’6616 = ’BS1506-316S67’6617 = ’BS1506-316S67-LT196’6618 = ’BS1506-321S31’6619 = ’BS1506-321S31-LT196’6620 = ’BS1506-321S51-490’6621 = ’BS1506-321S51-520’6622 = ’BS1506-347S31’6623 = ’BS1506-347S31-LT196’6624 = ’BS1506-347S51’

7999 = ’undefined’

115


A.2 Codelist 330 - CPType/Termination/Preparation

C330 DF=’WRK_DD_CODLST:CODE0330.ENT’ MAX=999; 0330, CP Type/Termination/Preparation (999); NOTE: Use 2-199 for bolted types; 300-399 for male types and; 400-599 for female types. Refer to Reference Data Manager; (PD_DATA)Reference Guide for additional data.

1 = ’ ’;

2 = ’FE’;; Use 11-15 for ends without integral gaskets; 16-19 for ends with; integral gaskets.

10 = ’FFTP (11-19)’11 = ’FFFE’16 = ’FFFEWG’

;; Use 21-25 for ends without integral gaskets; 26-29 for ends with; integral gaskets.

20 = ’RFTP (21-29)’21 = ’RFFE’26 = ’RFFEWG’


30 = ’RJFTP (31-39)’31 = ’RJFE’


40 = ’TMFTP (41-49)’41 = ’STFE’42 = ’LTFE’43 = ’SMFE’44 = ’LMFE’


50 = ’GFFTP (51-59)’51 = ’SGFE’52 = ’LGFE’53 = ’SFFE’54 = ’LFFE’

;; Use 61-65 for lap-flanged ends without integral gaskets; 66-69 for; lap-flanged ends with integral gaskets.

60 = ’FFLFTP (61-69)’61 = ’FFLFE’


70 = ’RFLFTP (71-79)’71 = ’RFLFE’


80 = ’RJFLFTP (81-89)’81 = ’RJLFE’

116

Appendix A: Codelist 330 - CP Type/Termination/Preparation________________ ;; Use 91-95 for lap-flanged ends without integral gaskets; 96-99 for; lap-flanged ends with integral gaskets.

90 = ’TMFLFTP (91-99)’91 = ’STLFE’92 = ’LTLFE’93 = ’SMLFE’94 = ’LMLFE’


100 = ’GFFLFTP (101-109)’101 = ’SGLFE’102 = ’LGLFE’103 = ’SFLFE’104 = ’LFLFE’


110 = ’FFTBTP (111-119)’111 = ’FFTBE’116 = ’FFTBEWG’


120 = ’RFTBTP (121-129)’121 = ’RFTBE’126 = ’RFTBEWG’


130 = ’RJTBTP (131-139)’131 = ’RJTBE’


140 = ’MRJTBTP (141-149)’146 = ’MRJTBEWG’


150 = ’FFTBCSTP (151-159)’151 = ’FFTBCSE’156 = ’FFTBCSEWG’


160 = ’RFTBCSTP (161-169)’161 = ’RFTBCSE’166 = ’RFTBCSEWG’


170 = ’RJTBCSTP (171-179)’171 = ’RJTBCSE’


180 = ’FFFTBTP (181-189)’181 = ’FFFTBE’186 = ’FFFTBEWG’

;

117


190 = ’MJTP (190-199)’191 = ’MJE’

;300 = ’MTP (301-399)’301 = ’BE’302 = ’OLET’311 = ’TBE’321 = ’MFE’331 = ’MTE’341 = ’MGE’351 = ’MQCE’361 = ’MFRE’371 = ’MHE’381 = ’SPE’391 = ’PE’393 = ’3"FFPE’395 = ’6"FFPE’

;400 = ’STP (401-409)’401 = ’SE’

;420 = ’SWTP (421-429)’421 = ’SWE’

;440 = ’FTTP (441-449)’441 = ’FTE’

;460 = ’FGTP (461-469)’461 = ’FGE’

;480 = ’FQCTP (481-489)’481 = ’FQCE’

;500 = ’FFRTP (501-509)’501 = ’FFRE’

;520 = ’FHTP (521-529)’521 = ’FHE’

;540 = ’BLTP (541-549)’541 = ’BLE’542 = ’MJBE’

;590 = ’HTP (581-599)’591 = ’HCE’

;600 = ’NTP (600-605)’601 = ’NE’

;650 = ’UDTP (651-659)’651 = ’UD’

118

Appendix A: Codelist 380 - Piping Component Type________________

A.3 Codelist 380 - Piping ComponentType

C380 DF=’WRK_DD_CODLST:CODE0380.ENT’ MAX=2500; 0380, Piping Component Type (2500)

1 = ’ ’;

2 = ’Piping’3 = ’Piping’4 = ’Piping’5 = ’Piping’6 = ’Hose’8 = ’Tubing’

;18 = ’Gate valve’19 = ’Extended body gate valve’20 = ’Conduit gate valve’21 = ’Blank gate valve’22 = ’3-way valve’23 = ’Ball valve’24 = ’2-way valve’25 = ’3-way ball valve’28 = ’Globe valve’29 = ’Angle globe valve’30 = ’3-way globe valve’31 = ’Y globe valve’33 = ’Plug valve’34 = ’4-way valve’35 = ’3-way plug valve’36 = ’4-way plug valve’39 = ’Needle valve’43 = ’Butterfly valve’47 = ’Diaphragm valve’49 = ’Knife gate valve’50 = ’Slide valve’51 = ’3-way slide valve’54 = ’Angle valve’55 = ’Check valve’56 = ’Wafer check valve’57 = ’Angle check valve’58 = ’Stop check valve’59 = ’Angle stop check valve’60 = ’Y stop check valve’67 = ’Backflow preventer’68 = ’Automatic recirculation valve’70 = ’Angle blowdown valve’71 = ’Y blowdown valve’73 = ’Pinch valve’74 = ’Float valve’75 = ’Foot valve’79 = ’Tank drain valve’86 = ’Deluge valve’89 = ’Hose valve’90 = ’Angle hose valve’93 = ’Vent/drain valve’97 = ’Instrument root valve’98 = ’3-way instrument root valve’99 = ’4-way instrument root valve’

;

119


117 = ’Flange’119 = ’Reducing flange’120 = ’Expander flange’122 = ’Orifice flange’124 = ’Blind flange’126 = ’Open spectacle blank’127 = ’Closed spectacle blank’128 = ’Blank disc’129 = ’Blind spacer’130 = ’Tapered spacer’131 = ’Open spacer’132 = ’End’133 = ’Head’135 = ’Plug’137 = ’Cap’138 = ’Diameter change’139 = ’Concentric diameter change’140 = ’Eccentric diameter change’141 = ’Coupling/connector’142 = ’Half coupling’143 = ’Concentric reducer’144 = ’Eccentric reducer’148 = ’Reducing coupling’151 = ’Concentric swage’152 = ’Eccentric swage’155 = ’Union’156 = ’Orifice union’157 = ’Dielectric union’159 = ’Hose connection’160 = ’Bushing’162 = ’Reducing insert’163 = ’Pipe bend’165 = ’5.625 deg elbow’167 = ’11.25 deg elbow’169 = ’22.5 deg elbow’171 = ’<45 deg direction change’172 = ’45 deg direction change’173 = ’45 deg elbow’175 = ’45 deg LR elbow’176 = ’45 deg long tangent elbow’177 = ’45 deg 3D elbow’179 = ’45 deg union elbow’181 = ’45 deg street elbow’182 = ’45 deg short elbow’184 = ’45 deg long elbow’189 = ’60 deg elbow’191 = ’45-90 deg direction change’192 = ’90 deg direction change’193 = ’90 deg elbow’195 = ’90 deg SR elbow’196 = ’90 deg LR elbow’198 = ’90 deg LR long tangent elbow’200 = ’90 deg reducing elbow’202 = ’90 deg 3D elbow’204 = ’90 deg union elbow’206 = ’90 deg street elbow’207 = ’90 deg reducing street elbow’209 = ’90 deg short elbow’210 = ’90 deg long elbow’216 = ’180 deg return’218 = ’180 deg SR return’220 = ’180 deg LR return’

120


222 = ’180 deg close return’223 = ’180 deg medium return’224 = ’180 deg open return’229 = ’Miter’231 = ’45 deg miter’233 = ’90 deg miter’237 = ’Tee’239 = ’Reducing branch tee’240 = ’Reducing run and branch tee’242 = ’On-run union tee’243 = ’On-branch union tee’246 = ’Street tee’249 = ’Reducing instrument tee’251 = ’Drip ring tee’253 = ’Basin tee’260 = ’True Y’262 = ’Lateral’264 = ’Reducing branch lateral’265 = ’Reducing run and branch lateral’267 = ’90 deg short Y-branch’268 = ’90 deg reducing short Y-branch’269 = ’90 deg long Y-branch’270 = ’90 deg reducing long Y-branch’275 = ’Cross’277 = ’Reducing branches cross’278 = ’Reducing run and branches cross’279 = ’Basin cross’285 = ’Saddle’287 = ’Sweepolet’288 = ’Weldolet’289 = ’Sockolet’290 = ’Thredolet’291 = ’Nippolet’292 = ’Elbolet’293 = ’Latrolet’294 = ’Endolet’295 = ’Reinforcing pad’297 = ’Reinforcing weld’299 = ’Buttweld’303 = ’Branch nipple’304 = ’In-line nipple’310 = ’Gasket’312 = ’Stud’313 = ’Nut’

;315 = ’Fire monitor’316 = ’Elevated fire monitor’317 = ’Remotely operated fire monitor’318 = ’Foam monitor’319 = ’Elevated foam monitor’320 = ’Remotely operated foam monitor’324 = ’Fire hydrant’325 = ’Fire hydrant w/monitor nozzle’327 = ’3-way fire hydrant’338 = ’Hose reel’339 = ’Hose rack station’340 = ’Foam chamber’344 = ’Wet sprinkler’345 = ’Pre-action sprinkler’346 = ’Spray sprinkler’352 = ’Eye wash’353 = ’Safety shower’

121


354 = ’Safety shower and eye wash’374 = ’Siamese’380 = ’90 deg siamese’

;513 = ’Flame arrestor’515 = ’Hammer arrestor’516 = ’Vent silencer’517 = ’In-line silencer’518 = ’Vent’519 = ’Exhaust head’521 = ’Breather vent’523 = ’Free vent w/o screen’524 = ’Free vent w/screen’525 = ’Motor operated valve’527 = ’Mixing T’529 = ’Spray nozzle’533 = ’Removable spool’535 = ’Swing elbow’540 = ’Expansion joint’542 = ’Hinged expansion joint’544 = ’Swivel joint’546 = ’Mechanical coupling’548 = ’Flexible hose’552 = ’Sample cooler’556 = ’Strainer/filter’557 = ’Single basket strainer’559 = ’Duplex basket strainer’561 = ’T strainer’563 = ’Y strainer’564 = ’Temporary strainer’565 = ’Basket strainer’567 = ’Cone strainer’569 = ’Flat plate strainer’571 = ’Sump strainer’576 = ’Filter’582 = ’Steam trap’583 = ’Float steam trap’584 = ’Inverted bucket steam trap’586 = ’Thermostatic steam trap’588 = ’Thermodynamic steam trap’590 = ’Impulse steam trap’611 = ’Generic component’

;613 = ’Pip seg heat tracing brk/comp 2’

;747 = ’Air utility station’748 = ’Nitrogen utility station’749 = ’Water utility station’750 = ’Steam utility station’823 = ’Vent/drain detail 1’824 = ’Vent/drain detail 2’825 = ’Vent/drain detail 3’833 = ’Vent/drain detail H’873 = ’Connection detail 1’874 = ’Connection detail 2’875 = ’Connection detail 3’876 = ’Connection detail 4’877 = ’Connection detail 5’878 = ’Connection detail 6’879 = ’Connection detail 7’880 = ’Connection detail 8’

;

122


909 = ’Anchor’911 = ’1-way support’913 = ’2-way support’923 = ’Spring support’927 = ’Damping support’

;1008 = ’Tie-in marker’

;1018 = ’Utility connector’1019 = ’Drain connector’1020 = ’Utility station connector’1038 = ’TRM off-dwg piping connector’1039 = ’TLM off-dwg piping connector’1040 = ’TTM off-dwg piping connector’1041 = ’TBM off-dwg piping connector’1042 = ’FRM off-dwg piping connector’1043 = ’FLM off-dwg piping connector’1044 = ’FTM off-dwg piping connector’1045 = ’FBM off-dwg piping connector’1047 = ’Utility off-dwg pip connector’1049 = ’To off-vol piping connector’1053 = ’From off-vol piping connector’1068 = ’TRM off-unit piping connector’1069 = ’TLM off-unit piping connector’1070 = ’TTM off-unit piping connector’1071 = ’TBM off-unit piping connector’1072 = ’FRM off-unit piping connector’1073 = ’FLM off-unit piping connector’1074 = ’FTM off-unit piping connector’1075 = ’FBM off-unit piping connector’1079 = ’To off-site piping connector’1083 = ’From off-site piping connector’

;1108 = ’Piping node marker’

;1117 = ’Terminator piping connector’

;;Entries above 1500 are reserved for DIN components;;———————————–

1500 = ’Valve generic’1501 = ’Angle plug valve’1502 = ’Non-return valve’1503 = ’Check valve’1504 = ’Valve with continous action’1505 = ’4-way globe valve’1506 = ’4-way valve,generic’1507 = ’Steam throttling angle valve’1508 = ’Steam throttling 3-way globe valve’1509 = ’Butterfly valve with continous action’1510 = ’ ’1511 = ’ ’1512 = ’Globe valve with continous action’1513 = ’Gate valve with continous action’1514 = ’Plug valve with continous action’1515 = ’Angle globe valve with continous action’1516 = ’Free wheel check valve’1517 = ’Safety check valve’

;1518 = ’Fire safety butterfly valve’1519 = ’Aeration and deaeration armature’1520 = ’Angle ball valve’

123


1521 = ’4-way ball valve’1522 = ’Taper plug valve’1523 = ’Taper angle plug valve’1524 = ’3-way taper plug valve’1525 = ’4-way taper plug valve’1526 = ’Flat seal bottom’1527 = ’Blank disk’1528 = ’Flange connection’1529 = ’Screwed connection’1530 = ’Angle diaphragm valve’

;1533 = ’Safety valve’1534 = ’Safety valve regulated with spring’1535 = ’Safety valve regulated with weight’1536 = ’Angle safety valve’1537 = ’Angle safety valve regulated with spring’1538 = ’Rupture disk’1539 = ’Aeration with screw cap’1540 = ’Inspection glass’1542 = ’Aeration with plug’1543 = ’Flanged aeration’1544 = ’90 deg earation’1545 = ’180 deg earation’1546 = ’Tapered filter’1548 = ’Discharge valve with blind flange’1549 = ’Discharge valve’1550 = ’Discharge with blind flanged gate valve’1551 = ’Discharge with gate valve’1552 = ’Bellow expansion joint’1553 = ’Lyra expansion joint’1554 = ’90 degree elbow for JP’1555 = ’T connection for JP’1556 = ’Flange between JP’1557 = ’Valve for connecting JP media’1558 = ’Blindflange JP’1559 = ’Skewed connection JP’1560 = ’Y connection JP’1561 = ’flanged connection segment/comp type 1’1562 = ’flanged connection segment/comp type 2’1563 = ’flanged connection segment/comp type 3’1564 = ’flanged connection segment/comp type 4’1565 = ’Flange from JP to normal pipe’1566 = ’Valve for JP media supply’1567 = ’Flange connection for JP’1568 = ’Bypass for JP media’1569 = ’Flange for bypassing JP’1570 = ’Syphon’1571 = ’Ball linkage’1572 = ’Mixing component’1573 = ’Flow straightener’1574 = ’ ’1575 = ’Spring clip’1576 = ’Fire extinguishing equipment powder’1577 = ’Fire extinguishing equipment halogen’1578 = ’Fire extinguishing equipment carbonic acid’1579 = ’Fire extinguishing equipment foam’1580 = ’Fire extinguishing equipment floor connection’1581 = ’Fire extinguishing equipment overhead conn.’1582 = ’Fire extinguishing connector’1583 = ’Fire extinguishing water supply’1584 = ’Fire brigade accessory’1585 = ’Hydrant ground floor’

124


1587 = ’Hydrant overhead’1588 = ’Wall hydrant’1590 = ’Sprinkler equipment’1591 = ’Flooding spray equipment’1592 = ’Spraying equipment’1593 = ’Refrigerating unit’1594 = ’Globe valve with open function’1595 = ’Angle valve with open function’1596 = ’Clamp joint’1597 = ’Taper pipe thread’1598 = ’ ’1599 = ’Socket joint’1600 = ’Taper pipe joint’1601 = ’Cool box’1602 = ’Ball float valve’1603 = ’Ball check valve’1604 = ’Flanged joint’

125


A.4 Codelist 570 - Design Standard

C570 DF=’WRK_DD_CODLST:CODE0570.ENT’ MAX=200; 0570, Design Standard (200)

1 = ’ASME,1982,B’2 = ’B31.4’3 = ’ASME1’4 = ’ASME2,1972,A’5 = ’ASME2,1972,B’6 = ’ASME2,1972,C’7 = ’ASME2,1972,D’8 = ’ASME2,1974,A’9 = ’ASME2,1974,B’10 = ’ASME2,1974,C’11 = ’ASME2,1974,D’12 = ’ASME2,1977,A’13 = ’ASME2,1977,B’14 = ’ASME2,1977,C’15 = ’ASME2,1977,D’16 = ’ASME2,1980,A’17 = ’ASME2,1980,B’18 = ’ASME2,1980,C’19 = ’ASME2,1980,D’20 = ’ASME2,1982,A’21 = ’B31.3’22 = ’ASME2,1982,C’23 = ’ASME2,1982,D’24 = ’ASME3,1972’25 = ’ASME3,1977’26 = ’ASME3,1980’27 = ’ASME3,1982’28 = ’B31.1,1973’29 = ’B31.1,1977’30 = ’B31.1,1980’31 = ’B31.1,1983’32 = ’BS806’50 = ’BS3351’

126

Appendix B: PDS Design Database Format________________

Appendix B PDS Design DatabaseFormat

This section contains a PDS DDL which shows the format of the PDS design database.

127


B.1 Table 12 - Piping Segment Data

# Piping Segment Data# Piping Segment Data

table number = 12 , number of columns = 77

1 , system_unique_no , integer , index 1* 2 , line_number_label , character(40)

3 , line_id , character(24)4 , unit_number , character(12)5 , unit_code , character(3)6 , module_no , character(16)7 , package_system_no , character(12)8 , train_number , character(2)9 , fluid_code , short , standard note 12510 , line_sequence_no , character(16)11 , nominal_piping_dia , short12 , piping_mater_class , character(16)13 , gasket_separation , character(8)

* 14 , insulation_purpose , short , standard note 220* 15 , insulation_thick , double* 16 , insulation_density , double , standard note 1074 (units)

17 , heat_tracing_reqmt , short , standard note 20018 , heat_tracing_media , short , standard note 21019 , heat_tracing_temp , double20 , construction_stat , short , standard note 13021 , hold_status , short , standard note 5022 , approval_status , short , standard note 3523 , schedule_override , character(8) , standard note 332

* 24 , nor_oper_pres , double* 25 , nor_oper_temp , double* 26 , alt_oper_pres , double* 27 , alt_oper_temp , double* 28 , nor_dgn_pres , double* 29 , nor_dgn_temp , double* 30 , alt_dgn_pres , double* 31 , alt_dgn_temp , double

32 , steam_outlet_temp , double33 , mater_of_construct , character(6)34 , safety_class , short , standard note 340

* 35 , design_standard , short , standard note 57036 , design_area_number , character(10)37 , design_resp , short , standard note 16038 , construction_resp , short , standard note 16039 , supply_resp , short , standard note 16040 , coating_reqmts , short , standard note 19041 , cleaning_reqmts , short , standard note 23042 , fluid_category , character(4)

* 43 , nor_op_pres_units , short , standard note 1064* 44 , nor_op_temp_units , short , standard note 1056* 45 , alt_op_pres_units , short , standard note 1064* 46 , alt_op_temp_units , short , standard note 1056* 47 , nor_dgn_pres_units , short , standard note 1064* 48 , nor_dgn_temp_units , short , standard note 1056* 49 , alt_dgn_pres_units , short , standard note 1064* 50 , alt_dgn_temp_units , short , standard note 1056

51 , steam_temp_units , short , standard note 1056* 52 , stress_system_no , character(12)* 53 , stress_reqmts , short , standard note 360

54 , hyd_system_no , character(12)55 , hyd_reqmts , short , standard note 36056 , specific_gravity_a , double57 , specific_gravity_b , double58 , specific_gravity_c , double59 , viscosity , double

128

Appendix B: Table 12 - Piping Segment Data________________

60 , density , double61 , spec_heat_ratio , double62 , sonic_velocity , double63 , surface_roughness , double64 , test_system_no , character(6)65 , test_fluid , short , standard note 12566 , test_pressure , double67 , PID_id_part_a , character(4)68 , PID_id_part_b , character(4)69 , end_1_nozzle_id , integer70 , end_2_nozzle_id , integer71 , alpha_descript_id , character(12)72 , standard_note_no , short , standard note 49973 , pid_index_no , integer74 , color_code , character(8)75 , inspection_iso_id , character(24)76 , index_to_pi_dwg , integer77 , weld_id , character(80)

In the preceding table, an asterisk (*) denotes piping designer input responsibility.

129


B.2 Table 22 - Nozzles

# equip_nozzle

table number = 22, number of columns = 25

1 , nozzle_indx_no , integer2 , nozzle_no , character(10)3 , equip_indx_no , integer4 , nominal_piping_dia , short5 , rating , character(8)6 , preparation , short , standard note 3307 , piping_mater_class , character(16)8 , unit_no , character(12)9 , fluid_code , short , standard note 12510 , unit_code , character(3)11 , line_sequence_no , character(16)12 , heat_tracing_reqmt , short , standard note 20013 , heat_tracing_media , short , standard note 21014 , insulation_purpose , short , standard note 22015 , insulation_thk , double16 , table_suffix , short , standard note 57617 , service , character(20)18 , schedule_thickness , character(8)

* 19 , nor_therm_growth_X , double* 20 , nor_therm_growth_Y , double* 21 , nor_therm_growth_Z , double* 22 , alt_therm_growth_X , double* 23 , alt_therm_growth_Y , double* 24 , alt_therm_growth_Z , double

25 , construction_stat , short , standard note 130

In the preceding table, an asterisk (*) denotes piping designer input responsibility.

130

Appendix B: Table 34 - Piping Component Data________________

B.3 Table 34 - Piping Component Data

# Piping Component Data


1 , system_unique_no , integer , index 12 , piping_comp_no , character(20)3 , commodity_name , character(6)4 , model_code , character(6)5 , option_code , short , standard note 4006 , maximum_temp , double7 , sched_thick_basis , character(8) , standard note 3328 , commodity_code , character(16)9 , MTO_requirements , short , standard note 36510 , fabrication_cat , short , standard note 18011 , source_of_data , short , standard note 42012 , PDS_sort_code , character(6)13 , physical_data_id , character(8)14 , geometric_standard , short , standard note 57515 , weight_code , short , standard note 57816 , table_suffix_green , short , standard note 57617 , table_suffix_red , short , standard note 57718 , materials_grade , short , standard note 14519 , bend_radius , double20 , bend_angle , double21 , face_to_face_dim , double22 , dimension_a , double23 , dimension_b , double24 , dimension_c , double25 , surface_area , double , standard note 1010 (units)26 , empty_weight , double , standard note 1028 (units)27 , water_weight , double , standard note 1028 (units)28 , operator_weight , double29 , operator_sym_name , character(6)30 , chain_operator_no , short31 , opening_action , short , standard note 39032 , construction_stat , short , standard note 13033 , hold_status , short , standard note 5034 , heat_tracing_reqmt , short , standard note 20035 , heat_tracing_media , short , standard note 21036 , heat_tracing_temp , double37 , iso_dwg_index_no , integer38 , isometric_sheet_no , character(2)39 , piece_mark_no , character(10)40 , color_code , character(8)41 , stress_node_no , short42 , stress_intens_fact , double43 , head_loss_factor , double44 , piping_assembly , character(12)45 , component_group_no , short46 , remarks , character(50)47 , standard_note_no_a , short , standard note 49948 , standard_note_no_b , short , standard note 499

49 , cp_1_nom_pipe_diam , short50 , cp_1_outside_diam , double51 , cp_1_end_prep , short , standard note 33052 , cp_1_sch_thk , character(8) , standard note 33253 , cp_1_rating , character(8)54 , cp_1_face_to_ctr , double55 , cp_1_weld_no , character(8)56 , cp_1_weld_type , short , standard note 1100 / 400 (bolt option)57 , cp_1_gasket_gap , double58 , cp_1_gasket_option , short , standard note 40059 , cp_1_stress_node , short60 , cp_1_stress_factor , double61 , cp_1_head_loss , double

131

PDS Stress Analysis Interface User’s Guide - July 2001________________ 62 , cp_2_nom_pipe_diam , short63 , cp_2_outside_diam , double64 , cp_2_end_prep , short , standard note 33065 , cp_2_sch_thk , character(8) , standard note 33266 , cp_2_rating , character(8)67 , cp_2_face_to_ctr , double68 , cp_2_weld_no , character(8)69 , cp_2_weld_type , short , standard note 1100 / 400 (bolt option)70 , cp_2_gasket_gap , double71 , cp_2_gasket_option , short , standard note 40072 , cp_2_stress_node , short73 , cp_2_stress_factor , double74 , cp_2_head_loss , double


88 , cp_4_nom_pipe_diam , short89 , cp_4_outside_diam , double90 , cp_4_end_prep , short , standard note 33091 , cp_4_sch_thk , character(8) , standard note 33292 , cp_4_rating , character(8)93 , cp_4_face_to_ctr , double94 , cp_4_weld_no , character(8)95 , cp_4_weld_type , short , standard note 1100 / 400 (bolt option)96 , cp_4_gasket_gap , double97 , cp_4_gasket_option , short , standard note 40098 , cp_4_stress_node , short99 , cp_4_stress_factor , double100, cp_4_head_loss , double

101, cp_5_nom_pipe_diam , short102, cp_5_outside_diam , double103, cp_5_end_prep , short , standard note 330104, cp_5_sch_thk , character(8) , standard note 332105, cp_5_rating , character(8)106, cp_5_face_to_ctr , double107, cp_5_weld_no , character(8)108, cp_5_weld_type , short , standard note 1100 / 400 (bolt option)109, cp_5_gasket_gap , double110, cp_5_gasket_option , short , standard note 400111, cp_5_stress_node , short112, cp_5_stress_factor , double113, cp_5_head_loss , double

114, unique_name , character(12)115, vlv_operator_dim_a , double116, vlv_operator_dim_b , double117, vlv_operator_dim_c , double118, vlv_operator_dim_d , double

119, last_placed_date , integer120, generic_comp_no , character(20)121, inspection_key , short122, cp_1_inspect_key , short123, cp_2_inspect_key , short124, cp_3_inspect_key , short125, cp_4_inspect_key , short126, cp_5_inspect_key , short

132

Appendix B: Table 50 - Piping/Tubing Data________________

B.4 Table 50 - Piping/Tubing Data

# Piping/Tubing Data


1 , system_unique_no , integer , index 12 , piping_comp_no , character(20)3 , commodity_name , character(6)4 , model_code , character(6)5 , option_code , short , standard note 4006 , maximum_temp , double7 , nominal_piping_dia , short8 , outside_diameter , double9 , schedule_thickness , character(8) , standard note 33210 , sched_thick_basis , character(8) , standard note 33211 , rating , character(8)12 , commodity_code , character(16)13 , MTO_requirements , short , standard note 36514 , fabrication_cat , short , standard note 18015 , source_of_data , short , standard note 42516 , PDS_sort_code , character(6)17 , geometric_standard , short , standard note 57518 , weight_code , short , standard note 57819 , table_suffix_green , short , standard note 57620 , table_suffix_red , short , standard note 57721 , materials_grade , short , standard note 14522 , pipe_length , double23 , surface_area , double , standard note 1010 (units)24 , empty_weight , double , standard note 1028 (units)25 , water_weight , double , standard note 1028 (units)26 , cold_spring_length , double27 , construction_stat , short , standard note 13028 , hold_status , short , standard note 5029 , heat_tracing_reqmt , short , standard note 20030 , heat_tracing_media , short , standard note 21031 , heat_tracing_temp , double32 , iso_dwg_index_no , integer33 , isometric_sheet_no , character(2)34 , piece_mark_no , character(10)35 , color_code , character(8)36 , piping_assembly , character(12)37 , component_group_no , short38 , remarks , character(50)39 , standard_note_no_a , short , standard note 49940 , standard_note_no_b , short , standard note 499

41 , end_1_end_prep , short , standard note 33042 , end_1_weld_no , character(8)43 , end_1_weld_type , short , standard note 1100 / 400 (bolt option)44 , end_1_gasket_gap , double45 , end_1_gasket_opt , short , standard note 40046 , end_1_stress_node , short47 , end_1_stres_int , double48 , end_1_head_loss , double

49 , end_2_end_prep , short , standard note 33050 , end_2_weld_no , character(8)51 , end_2_weld_type , short , standard note 1100 / 400 (bolt option)52 , end_2_gasket_gap , double53 , end_2_gasket_opt , short , standard note 40054 , end_2_stress_node , short55 , end_2_stres_int , double56 , end_2_head_loss , double57 , unique_name , character(12)

133

PDS Stress Analysis Interface User’s Guide - July 2001________________ 58 , last_placed_date , integer59 , inspection_key , short60 , end_1_inspect_key , short61 , end_2_inspect_key , short

134

Appendix B: Table 67 - Instrument Component Data________________

B.5 Table 67 - Instrument ComponentData

# Instrument Component Data


1 , system_unique_no , integer , index 12 , instrument_comp_no , character(20)3 , model_code , character(6)4 , option_code , short , standard note 4005 , sched_thick_basis , character(8) , standard note 3326 , MTO_requirements , short , standard note 3657 , fabrication_cat , short , standard note 1808 , source_of_data , short , standard note 4309 , PDS_sort_code , character(6)10 , physical_data_id , character(8)11 , geometric_standard , short , standard note 57512 , weight_code , short , standard note 57813 , table_suffix_green , short , standard note 57614 , table_suffix_red , short , standard note 57715 , materials_grade , short , standard note 14516 , face_to_face_dim , double17 , dimension_a , double18 , dimension_b , double19 , dimension_c , double20 , surface_area , double , standard note 1010 (units)21 , empty_weight , double , standard note 1028 (units)22 , water_weight , double , standard note 1028 (units)23 , operator_weight , double , standard note 1028 (units)24 , operator_type , double25 , operator_sym_name , character(6)26 , chain_operator_no , short27 , chain_length , double28 , opening_action , short , standard note 39029 , construction_stat , short , standard note 13030 , hold_status , short , standard note 5031 , design_resp , short , standard note 16032 , construction_resp , short , standard note 16033 , heat_tracing_reqmt , short , standard note 20034 , heat_tracing_media , short , standard note 21035 , heat_tracing_temp , double36 , insulation_purpose , short , standard note 22037 , insulation_thick , double38 , insulation_density , double , standard note 1074 (units)39 , cleaning_reqmts , short , standard note 23040 , safety_class , short , standard note 34041 , module_no , character(16)42 , package_system_no , character(12)43 , iso_dwg_index_no , integer44 , isometric_sheet_no , character(2)45 , piece_mark_no , character(10)46 , color_code , character(8)47 , stress_node_no , short48 , stress_intens_fact , double49 , head_loss_factor , double50 , piping_assembly , character(12)51 , component_group_no , short52 , remarks , character(50)53 , standard_note_no_a , short , standard note 49954 , standard_note_no_b , short , standard note 499

55 , cp_1_nom_pipe_diam , short56 , cp_1_outside_diam , double57 , cp_1_end_prep , short , standard note 330

135

PDS Stress Analysis Interface User’s Guide - July 2001________________ 58 , cp_1_sch_thk , character(8) , standard note 33259 , cp_1_rating , character(8)60 , cp_1_face_to_ctr , double61 , cp_1_weld_no , character(8)62 , cp_1_weld_type , short , standard note 1100 / 400 (bolt option)63 , cp_1_gasket_gap , double64 , cp_1_gasket_option , short , standard note 40065 , cp_1_stress_node , short66 , cp_1_stress_factor , double67 , cp_1_head_loss , double



94 , cp_4_nom_pipe_diam , short95 , cp_4_outside_diam , double96 , cp_4_end_prep , short , standard note 33097 , cp_4_sch_thk , character(8) , standard note 33298 , cp_4_rating , character(8)99 , cp_4_face_to_ctr , double100, cp_4_weld_no , character(8)101, cp_4_weld_type , short , standard note 1100 / 400 (bolt option)102, cp_4_gasket_gap , double103, cp_4_gasket_option , short , standard note 400104, cp_4_stress_node , short105, cp_4_stress_factor , double106, cp_4_head_loss , double

107, cp_5_nom_pipe_diam , short108, cp_5_outside_diam , double109, cp_5_end_prep , short , standard note 330110, cp_5_sch_thk , character(8) , standard note 332111, cp_5_rating , character(8)112, cp_5_face_to_ctr , double113, cp_5_weld_no , character(8)114, cp_5_weld_type , short , standard note 1100 / 400 (bolt option)115, cp_5_gasket_gap , double116, cp_5_gasket_option , short , standard note 400117, cp_5_stress_node , short118, cp_5_stress_factor , double119, cp_5_head_loss , double

136

Appendix B: Table 67 - Instrument Component Data________________ 120, unique_name , character(12)121, bend_angle , double122, vlv_operator_dim_a , double123, vlv_operator_dim_b , double124, vlv_operator_dim_c , double125, vlv_operator_dim_d , double

126, last_placed_date , integer127, generic_comp_no , character(20)128, inspection_key , short129, cp_1_inspect_key , short130, cp_2_inspect_key , short131, cp_3_inspect_key , short132, cp_4_inspect_key , short133, cp_5_inspect_key , short

137


B.6 Table 80 - Pipe Support Data

# Pipe Support Data


1 , system_unique_no , integer , index 12 , pipe_support_no , character(20)3 , model_code_phy , character(6)4 , model_code_log , character(6)

* 5 , iso_support_type_a , short , standard note 3806 , iso_support_type_b , short , standard note 3807 , iso_support_type_c , short , standard note 3808 , iso_support_type_d , short , standard note 3809 , details_for_shop , character(50)10 , details_for_field , character(50)11 , fabrication_orient , character(20)12 , commodity_code , character(16)13 , MTO_requirements , short , standard note 36514 , fabrication_cat , short , standard note 18015 , weight , double , standard note 1028 (units)16 , construction_stat , short , standard note 13017 , hold_status , short , standard note 5018 , standard_note_no , short , standard note 49919 , iso_dwg_index_no , integer20 , isometric_sheet_no , character(2)21 , piece_mark_no , character(10)22 , color_code , character(8)23 , isometric_dim_a , double24 , isometric_dim_b , double25 , isometric_dim_c , double26 , isometric_dim_d , double27 , isometric_dim_e , double

* 28 , trans_rigidity_x , double* 29 , trans_rigidity_y , double* 30 , trans_rigidity_z , double* 31 , rot_rigidity_x , double* 32 , rot_rigidity_y , double* 33 , rot_rigidity_z , double* 34 , spring_gap_length , double* 35 , sping_gap_direct , short

36 , number_of_springs , short37 , last_placed_date , integer38 , inspection_key , short39 , mark_number , character(80)40 , group_id , integer41 , gang_id , integer42 , material_grade , short , standard note 14543 , weld_code , short44 , material_index , character(16)45 , operating_load , double46 , installed_load , double47 , hydrostatic_load , double

* 48 , total_movement_1 , double , in subunits – distance attribute* 49 , total_movement_2 , double , in subunits – distance attribute

50 , rod_diameter , double , in subunits

In the preceding table, an asterisk (*) denotes piping designerinput responisibility.

138

Appendix C: PDS to Stress Analysis Symbol Map Table________________

Appendix C PDS to StressAnalysis Symbol MapTable

The PDS to Stress Analysis Symbol Map is used to map each PDS component to a generic stress analysiscomponent. The table itself is composed of three columns of data that are position dependent. You can addcomments to the table by placing an! in column 1. A table entry consists of one row of data. Each column in arow is discussed below.

1. PDS Item Name

The PDS item name is the index into the table. Each PDS item existing in a pipeline must have an entry forit in this table. As a component is processed, this table is searched for an entry for the current component.

Only the first 6 characters of the item name are used by the symbol map.

2. Stress Analysis Generic Name

The STRESS symbol name is the primary output from this table. The symbol names are two characters inlength. The Intergraph default generic names include:

3W 3-WAY VALVES4W 4-WAY VALVESAV ANGLE VALVESCR CROSSESEL ELBOWS and MITERSER ECCENTRIC REDUCERSFL FLANGESFX EXPANSION JOINTSHA PIPE SUPPORTS and HANGERSMT For futute useNP NIPPLESPI PIPERB RIGID BODIESRD CONCENTRIC REDUCERSRE RESTRAINTSRI BENT PIPETE TEESTF OLETS and BRANCH WELDSTI SADDLETO OLETSTR PADSTS SWEPOLETSTU BRANCH COMPONENTSTW TEEVA INLINE VALVESXX COUPLINGS

139


3. Valve Type Descriptor

Another output from this table is a valve type used for valves only. You can map the valve type into aPROP record. (Refer to the Options File section for more information.)

Intergraph delivers the PDS to Stress Analysis Map table inc:\win32app\ingr\pdstress\dat\pdstress.tbl .

140

Appendix C: Example PDSTRESS.TBL________________

C.1 Example PDSTRESS.TBL

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! INTERGRAPH VERSION 3! MODIFICATIONS / REVISIONS!! REVISION 1 By:ingr Date:05-May-1998! Changed generic names for all branch components and divided into! TR, TU, TW, TS, TO, !TE! Added RPAD as a TF element for reinforced tee with pads!! REVISION 2 By:ingr Date:27-APR-1998! Added NIP as a NP element for nipples! Added FDH pipe supports! Added FPIP as a PI element for insulation FDH! Added PSP2, PSP3, PSP4, PSP5, PSP6, PSP7!! REVISION 3 By:lcl Date:12.17.99! Added item names for Pipe Support Modeler!! REVISION 4 By:ingr Date: 19-Mar-2001! Allowed the first 6 characters, instead of the first 4! characters, of the item name to be used.!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!a.: item name. only the first 6 characters are used!b.: generic name. maximum 2 characters!c.: type descriptor (for VA, AV, 3W only), maximum 4 character!a. b. c.!234567890123456789!! RIGID COMPONENTS!

1BF1 RB1BL1 RB1D1 RB1GL1 RB1KNF1 RB1PL1 RB1S1 RB1SA1 RB2PRD1 RB2PRVA1 RB3OP1 RB3UNO1 RB3VFDR1 RB3VFDV1 RB3VFUR1 RB3VFUV1 RB4BOX RB4BOX3 RB4BOX4 RB4CYL RBBLSPO RBBUSH RBCAPBV RBCAPOT RBFBLD RBHD21 RBHDHEMI RB

141


I2WAY RBIGEN01 RBIGEN02 RBIGEN04 RBIGEN05 RBUN RBUND RBUNO RB4IND RBPLUG RBSTRB1 RB

!! VALVES!

BALF VA BALBALLP VA BALBALR VA BALBALSP VA BALBDA VA GLABDY VA ***BFY VA BFLBFYHP VA BFLBFYLP VA BFLCKAL AV ***CKALSP AV ***CKAR 3W ***CKAST AV ***CKBP VA CKECKL VA CKECKLF VA CKECKLR VA CKECKLSP VA CKECKS VA CKECKSF VA CKECKSR VA CKECKSSP VA CKECKST VA CKECKSY VA CKECKWF VA CKECKYST VA CKECONV VA CKEGAT VA GTEGATF VA GTEGATBL VA GTEGATCON VA GTEGATEX VA GTEGATEXB VA GTEGATR VA GTEGATSP VA GTEGLO VA PMDGLO3W 3W ***GLOA AV GLVGLOASP AV GLVGLOF VA PMDGLOR VA PMDGLOSP VA PMDGLOY VA ***GLOYF VA ***GLOYR VA ***DEL VA GTEDIA VA PLGDIAGL VA PLG

142

Appendix C: Example PDSTRESS.TBL________________

DIAPL VA PLGDIASP VA PLGFOOT VA ***FLO VA GTEHOS VA ***HOSA AV ***KNF VA ***NEE VA GTEPIN VA PLGPLU VA PLGPLUFB VA PLGPLUF VA PLGPLUR VA PLGPLUSP VA PLGPLUVP VA PLGRELVAL AV ***SLI VA GTETKDR VA GTE

!! SPECIALS!

CPD04 XXCPD05 XXCPD07 XXCPD10 XXCPL XXCPLH XXCPLR XXHOP XXSOP XX

!! ELBOWS!

E45 ELE453D ELE45L ELE45LR ELE45S ELE45ST ELE45T ELE45T3D ELE45TLR ELE45U ELE90 ELE90LR ELE90R ELE90SR ELE90T ELE90T3D ELE90TLR ELE90U ELR180 ELR180CL ELR180MD ELR180LR ELR180OP ELR180SR EL

!! FLANGES!

FFIL FLFL FL

143


FLRSC FLFLSL FLFLSSO FLFLSW FLFLWN FLFOSOA FLFOSOAW FLFOSOB FLFOSOBW FLFOSWA FLFOSWAW FLFOSWB FLFOSWBW FLFOTHDA FLFOWNA FLFOWNAW FLFOWNB FLFOWNBW FLFPL FLFTHD FLFSO FLFSSL FLFSSPL FLFS FLFSW FLFWN FL

!! PIPING TYPES!NIPL PIPIPE PIPIPB PI!! INSULATED PIPES!FPIP PI!! SUPPORTS INTERGRAPH!NOZ HAPSL HAPS1 HAPS3 HAPS5 HAPS15 HAPS19 HAPSP2 HAPSP3 HAPSP4 HAPSP5 HAPSP6 HAPSP7 HASPRTA HA!! PIPE SUPPORT MODELER!AC HAAL HAAW HAAB HACC HADG HA

144

Appendix C: Example PDSTRESS.TBL________________ DH HADV HAFL HAGG HAGH HARH HASC HASW HAVG HAVS HAPTHARD HAPTPHD HAPTPUB HA!! SUPPORTS BY FLUOR DANIEL HAARLEM!FNBA HAFNBS HAFNCHR1 HAFNCHR2 HAFNCHR3 HAFNCHR4 HAFNCHR5 HAFNCHR6 HAFNCHR9 HAFNCO_1 HAFNCO_2 HAFNCRDL HAFNCYL HAFNDA01 HAFNDA02 HAFNDSP1 HAFNDWLD HAFNENG1 HAFNGD HAFNGD2 HAFNHD03 HAFNHNGR HAFNHNGT HAFNLUG HAFNPLTP HAFNPLTS HAFNPPEN HAFNPU6 HAFNPU7 HAFNPU8 HAFNPU9 HAFNPUP1 HAFNSH HAFNSLOC HAFNSPST HAFNUBLT HAFNVHR1 HAFNVHR2 HAFNVHR3 HAFNVHR4 HAFNVHR5 HAFNVHR6 HAFNWELD HAFNWLUG HA!! REDUCERS

145

PDS Stress Analysis Interface User’s Guide - July 2001________________ !REDC RDREDC3 RDSWGC RDREDE ER!!BRANCH COMPONENTS!!NIPPLES!NIP NPNIPIL NP!!OLETS!EOLLR TOEOLSR TOEOL TOFOL TOLOL TONOL TOSOL TOSWOL TSTOL TOWOL TO!!TEES!TBA TUTDR TUTUOB TUTUOR TUTRB TWTRI TUTRRB TUTST TUSTUB TUT TW!!WELDS!BWELD TURPAD TRRWELD TUSAD TI!!UNCLASSIFIED!1BL3W1 TU1GL3W1 TU1PL3W1 TU4CYL3 TUI3WAY TUIGEN03 TUY TUSTRT TUYSTR TU1CKAR1 3W ***PLU3W 3W 3WPLU4W 4W 4WSLI3W 3W ***CRO CR

146

Appendix C: Example PDSTRESS.TBL________________ X CRXRB CRPIPB RI

147


148

Appendix D: Warning & Error Messages________________

Appendix D Warning & ErrorMessages

This section lists the warning and error messages issued by the various components of the stress analysissoftware and, when possible, suggests a corrective action.

The messages that are issued by the PD_Stress Analysis Interface are recorded in an error message file alongwith the neutral file when errors occur. If no errors occur, an error file is not created.

There are two categories of messages issued by the software:

A Warning message indicates an error occurred which may cause aproblemin the neutral file. Theneutral file should be checked.

An Error message indicates an error occurred and is serious enough to cause extraction to abort. Theneutral file is either not produced or incomplete.

149


D.1 Warning Messages

Message # Message/Comment

W1 Reuse counter mismatch

The reuse counter stored in the design file does not match that stored in the database.This is potentially a serious problem that could indicate that components in the modelare linked to incorrect database records. It is strongly recommended that the model beanalyzed to determine the extent of the problem and to correct the situation.

W2 Standard note not found, default value used

This message indicates there was no note for the code list numbers and a blank (" ")was used. This can be fixed by placing a valid note into the Standard Note Library forthat code list number.

W3 Unable to locate stress code, default code used

This message means there was no match in the CODE NAME OF CODEPARAMETER DATA TABLE in the options file for the design_code_requirementsattribute for the segment currently being extracted. The first record in the table wasused instead.

W4 Unable to locate end prep, default end prep used

This message means there was no match in the END PREPARATION TABLE in theoptions file for the component which is currently being processed. The first record inthe table was used to generate the end prep code.

W5 Component has undefined commodity code

This message indicates that the current component or pipe does not have a commoditycode and a blank was used.

W6 Unable to locate fitting type, default fitting type used

This message means there was no match in the FITTING NOMENCLATURETABLE in the options file for the commodity code of the current component.

W7 Nominal piping diameter has been truncated

The text string generated from the nominal piping diameter has exceeded themaximum size allowed in the software and was truncated. Contact Intergraph.

W8 Unable to locate hanger type, default hanger type used

150

Appendix D: Warning Messages________________

This means there was no match in the HANGER TYPE TABLE of the options file forthe pipe_support_type attribute of the current pipe support/hanger and the first entryof the table was used.

W9 Reducer size table not found, default values used

This means there was no reducer size table found in the commodity library anddefault values were used for flare radius, length and cone angle. This can be fixed bymodifying the RD_SIZE.TBL in the win32app\ingr\pdstress\dat directory tocontain the needed information and place it into the commodity library.

W10 Wall thickness table not found, default values used

This message indicates there was no thickness table found in the commodity libraryfor the current component and zero was used. This message usually occurs oncomponents with schedule thicknesses set to NREQD.

W12 Outside Diameter attribute undefined - Insulation Unit Weight defaulted to 0.0

This means that Insulation Unit Weight can not be calculated because the outsidediameter for the component or pipe being processed is undefined in the database.Check all components and pipes in the line being extracted to make sure the outsidediameter has a valid value.

W13 Dry Weight attribute undefined - Dry Unit Weight defaulted to 0.0

This means that the dry weight attribute in the database is undefined. Check allcomponents and pipes in the line being extracted to make sure the dry weight has avalid value.

W14 Wet Weight attribute undefined - Wet Unit Weight defaulted to 0.0

This means that the wet weight attribute in the database is undefined. Check allcomponents and pipes in the line being extracted to make sure the wet weight has avalid value.

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D.2 Error Messages

Message # Message/Comment

E1 Error opening error message filepdsstr.err

An error occurred while trying to open the error message file. Check to make surethat the filepdsstr.erris not opened by another user in the default directory.

E3 Error opening input data file - PDSSTR.DAT

An error occurred while attempting to open the input file to the stress analysisinterface. Check to make sure that the filePDSSTR.DATexists in the defaultdirectory.

E4 Word 11 in the INTERGRAPH OPTIONS BLOCK is undefined

Word 11 in the options block must be set to 1.

E5 No model files found in input data file - PDSSTR.DAT

An error occurred generatingPDSSTR.DATor the user entered a blank first line in theinput data file and no model file names were found. Check to make sure there arevalid model file names inPDSSTR.DATin the default directory.

E6 No line names found in input data file- PDSSTR.DAT

An error occurred generatingPDSSTR.DATor the user entered two blank linesbetween the last model file name and the first line name. Check to make sure there isonly one blank line between the last model file name and the first line name inPDSSTR.DATin the default directory.

E7 Word 12 in the INTERGRAPH OPTIONS BLOCK is undefined

Word 12 in the options block must be set to 1.

E8 Error opening stress options file

E9 Fatal SEQUENCER error

An error occurred while organizing the design file components. Check the modeldesign file to verify that the pipeline being extracted is free of modeling errors. If thepipeline is correct, contact Intergraph.

E10 Error reading input data file - PDSSTR.DAT

An error occurred reading information from the input data file. Check the recordformat of the input data filePDSSTR.DATin the default directory.

E11 Logical name STRESSOPTION is undefined or file does not exist

152

Appendix D: Error Messages________________ E15 Number of connect points exceeded internal limit of 2000 connect points.

The maximum number of connect points per extraction is 2000. Break the line intotwo separate line names and re-extract the line as two separate isometrics.

E16 Error reading FORM type from options file

An error occurred reading in the FORM type from a record in the ELEMENTPROPERTY / CONNECTIVITY TABLE section of the options file. Valid values forform type are 0-6. For more information on property and connectivity record refer tothe Options File section.

E17 Error reading database occurrence

An error occurred in trying to read a record from the database on a design file linkage.This error indicates potentially serious problems in the model. It is stronglyrecommended that the model be analyzed to determine the extent of the problem andto correct the situation.

E18 Error retrieving DDL pair

This message means that an error occurred trying to read an attribute from thedatabase. Check the database DDL to make sure the DDL pair in question consists ofa valid entity and attribute number.

E19 Error retrieving DDL table

An undefined entity number has been read in from either the LOADING DATA(LOAD) TABLE, the SERVICE LOADING (LSET) TABLE or the ELEMENTPROPERTY / CONNECTIVITY TABLE in the options file. Check to make sureonly valid entity numbers are used in the DDL pairs section of the above tables.

E20 Error writing CODE record

An error occurred while trying to write a CODE record to the STRESS ANALYSISneutral file.

E21 Error converting Segment occurrence number from decimal to hex

An error occurred while trying to convert a Segment occurrence number from decimalformat into a hexadecimal format. Contact Intergraph.

E22 Error writing header information into neutral file

An error occurred while trying to write the header records to the beginning of thestress analysis neutral file.

E23 Error writing DRAW record

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An error occurred while trying to write a DRAW record to the stress analysis neutralfile.

E24 Error converting nominal piping diameter

This message means there was an error trying to convert the nominal piping diameterfrom the database format to an ASCII format. Contact Intergraph.

E25 Error loading record from options file

E26 Invalid table for Insulation Weight

An error occurred trying to retrieve insulation weight for a table which does not havean insulation weight attribute. Verify that the DDL pair "0,-3" or "0,-4" is not in anyof the pipe support/hanger records in the ELEMENT PROPERTY /CONNECTIVITY TABLE section of the options file.

E27 End node number is too small for current line

An error occurred trying to assign an end node number to the current line beingextracted. This can be fixed by increasing the end node number (word 3) of theINTERGRAPH OPTIONS BLOCK section of the options file.

E28 Internal table limits exceeded for PDS to STRESS map

The internal table size for the PDS to STRESS map has reached its limits and theremainder of the map can not be stored. Reduce the number of records in the PDS toSTRESS map. Contact Intergraph for information about increasing the maximumtable size.

E29 Error initializing spec table access information

An error occurred while trying to open and initialize the piping job specificationtables. Check the project files to make sure they exist and you have read access tothem.

E30 Error reading record from options file

An error occurred while trying to read a record from the options file. Check the badrecord to make sure it is in the proper format.

E31 Error opening neutral file

An error occurred while trying to open the stress analysis output neutral file.

E33 No component was found that matches the database search criteria

An error occurred while trying to use the pipeline name keyin value. Either the valueis missing, or word 12 is set incorrectly.

154

Appendix D: Error Messages________________ E34 Error writing LNOD record

An error occurred trying to write a LNOD record to the stress analysis neutral file.

E35 Error searching for PDS item name in PDS to stress analysis symbol map

An error occurred searching for PDS item name in the PDS to stress analysis symbolmap. Check to make sure the PDS item name is in the PDS to STRESS table.

E36 Undefined generic name in PDS to STRESS map

An error occurred in reading the generic name from the PDS to stress analysis symbolmap. Check to make sure that the generic name is defined in the table.

E37 Error locating PROPERTY/CONNECTIVITY records for generic name

An error occurred searching for the PROPERTY / CONNECTIVITY record(s) fromthe ELEMENT PROPERTY / CONNECTIVITY TABLE section of the options file.Check to make sure all the necessary form records are in this table.

E38 Error reading standard note library

An error occurred while reading the standard note library. Check the standard notelibrary to make sure the standard note exist.

E39 Error writing LSET record

An error occurred while trying to write a LSET record to the neutral file.

E40 Error writing NODE record

An error occurred while trying to write a NODE record to the neutral file.

E41 Error writing CONNECTIVITY record

An error occurred while trying to write a CONNECTIVITY record to the neutral file.

E42 Error writing PROPERTY record

An error occurred while trying to write a PROPERTY record to the neutral file.

E43 Error accessing or opening PDS to STRESS map

An error occurred while trying to open the PDS to stress analysis symbol map. Checkto make sure the file exists and that you have read access to it.

E44 Error reading PDS to STRESS map

An error occurred while trying to read a record from the PDS to stress analysissymbol map. Check to make sure the table is in the correct format.

E45 Error - line is composed of multiple disconnect section - number of sections: 2

155


An error occurred because your pipeline has a gap, or two separate pipelines have thesame pipeline name or stress ID number.

E46 Line does not contain a valid starting point

An error occurred because a pipe support is at the end of the pipeline.

E49 Error writing LOAD record

An error occurred while trying to write LOAD record to the neutral file.

E50 Error searching for segment occurrence number

An error occurred while searching for the segment occurrence number from thecurrent component. Check the model to make sure that components are owned by thecorrect segments.

E51 Error accessing wall thickness table

An error occurred while accessing information from the wall thickness table. Checkthe commodity library to make sure the wall thickness table exists.

156

Glossary________________

Glossary

active depth The plane in a 3-D design upon which you can place elements and performmanipulations.

active process The process which is displayed in the Process ID field; it controls themessage fields, the menus, and the keyboard. The active process has ahighlighted window icon strip.

application software Software designed to meet specific needs, unlikesystemsoftware whichruns other software.

batch processing A method of processing data which collects a series of operations into agroup (or ‘‘batch’’) and executes the group in a continuous stream withoutuser intervention.

batch queue A queue, or channel for moving requests, created through NQS. A batchqueue handles scheduling for processes submitted through theBatchoptions screen menu.

branch point A point on a pipeline which separates piping segments so that they can beassigned different segment parameters. A branch point allows forplacement of branch components.

cancel button The button located in the upper right corner of a form containing a red X orthe wordcancel. Select the cancel button to exit the form or option.

cell A permanent association of elements that can be stored and placed as agroup, and then manipulated as individual elements.

character A column data type that stores alphanumeric character data.

client In network operations, a node which accesses data or performs a function onthe remote resource (usually a server). All network operations (database,NFS, NQS) between two or more nodes establish a client/serverrelationship.

column An attribute of a database table. A group of columns defines a table in adatabase.

command Instructions from the user to perform a function on specified data.

confirm button A button that appears in the upper right corner of a form and contains agreen check mark or the wordconfirm. Select the confirm button to initiatea specified option.

coordinate The location of a point along the X, Y, or Z axis.

157


coordinate system A geometric relation used to denote the location of points in the designcube. The most common coordinate system is the rectangular coordinatesystem, whereby points are located by traversing the X, Y, and Z axes of thedesign cube. Normally, coordinate systems have their origin defined as0,0,0, though this is not required. Other coordinate systems are used to moreeasily express the coordinates of specific geometric entities. For example,you can use a spherical coordinate system to help define points on a sphere,and you can use a cylindrical coordinate system to help define points on acylinder.

coordinates An ordered set of absolute or relative data values that specify a location in acoordinate system.

core files The image files written by System V for a number of reasons, the mostcommon of which are memory violations, illegal instructions, bus errors,and user-generated quit signals.

cursor The pointer that the user moves on the screen to indicate an item or area.

data button The mouse button used to place data points and tentative points, to acceptpreviously selected elements, and to select commands from forms andmenus.

data entry field The field on a screen used to accept user-supplied data. Also known askey-in field.

data point A point placed by pressing the data button on the mouse. Data points selectcommands from the panel menus and Menu Bar, place elements, identifyand accept elements, and activate windows and perform windowmanipulations.

database A collection of comprehensive informational files having predeterminedstructure and organization that can then be communicated, interpreted, orprocessed by a specific program.

database table The part of the database that is made of rows and columns and containsinformation about the project and design elements.

default The predetermined value of a parameter that is automatically supplied bythe system or program whenever a value is not specified by the user.

delete To remove, destroy, eliminate, or erase.

delimiter A separating mark or space; a character or sequence of contiguouscharacters that mark the end of a string of characters.

device A nonaddressable component of a network, that is, a component onto whicha user cannot log, for example, tape drive, disk drive, and floppy disk.

directory A file that contains the names of other files.

158

Glossary________________

display-list box A small box with horizontal dashes located at the end of a form key-in field.When selected, a list of the data available for that field is displayed. Inputcan then be selected from the list with a data point instead of keying in theinformation.

domain The set of acceptable values for a value within a component.

dragging Another term for the dynamic function that attaches the cursor to an elementso you can see it move.

easting A term used in plane surveying that describes an east, or positive, differencein longitude.

entity An object (project, drawing, element, and so forth.) of interest about whichinformation is stored; a relational database table.

envelope file Seeinterference envelope.

file specification A UNIX path name that tells the system where to locate a file.

filename A user-defined name given to an interactively created file. The name shouldbe relevant to the contents of the file.

form An interface or screen menu designed with the I/FORMS product. Becausemany of the screen menus in the application software are built withI/FORMS, you must have the FORMS_S product on your workstation.

full path name The name of the entire path or directory hierarchy to a file, including the filename. See alsorelative path name.

gadget A portion of a form, such as a button, a field, or a checklist, that responds toinformation. Gadgets can display default values or act as data entry areas.

header The first items of information in a file which precede any actual data. Theheader contains information on the structure and contents of the file.

hierarchy A classified structure with superiors (roots) and subordinates (dependents)for grouping files or commands.

icon A pictorial representation or image; a symbol that graphically identifies acommand.

Informix A relational database management system supported by RIS.

Ingres A relational database management system supported by RIS.

interference envelope An equipment modeling primitive or parametric component that is used inconjunction with or instead of model graphics for interference checking.Interference envelopes are given different levels and display symbology todistinguish them from primitives.

159


invert elevation The lowest point on the internal diameter of the pipe.

isometric Relating to or being a drafting system characterized by three equal axes atright angles; a view in which the horizontal lines of an element are drawn atan angle to the horizontal and all verticals are projected at an angle from thebase.

key An attribute (column) in a table which is chosen as the access vehicle toindividual rows of the table.

key-in field The field on a screen used to accept user-supplied data. Also known as adata entry field.

keypoint A point on an element, including vertices, to which you cansnap.

keyword A word recognized by the software that provides access to a certainfunction.

menubar The strip at the top of the screen that contains icons for selectingcommands.

message area The area that appears in the MicroStation Command Window when you areworking in a design file. It is divided into the Command Status field, theCurrent Command field, the Prompt field, and the Key-in field.

model A graphic representation or schema.

network An interconnection of host computers and workstations that enables them toshare data and control. The termnetworkcan mean the devices that connectthe system, or it can mean the connected system.

NFS Network File System, the system that provides access to data that isdistributed among machines through an interconnection of host computersand workstations. NFS allows you tomounta remote resource to your localworkstation so you can access the data as though it were local. NFS isusually used to access centralized data on a server.

node Any addressable device (such as a workstation or a server) that is connectedto a network. The network enables the connected nodes to share data andsystem control.

node address The hard-wired Ethernet address assigned to each node when it ismanufactured. It is necessary for each node to identify and communicatewith another node in the network.

node name A name, or alias, that can be assigned to the node address of a device on anetwork.

northing A term used to describe a north coordinate location in the plant coordinatesystem.

160

Glossary________________

nozzle A special equipment modeling primitive that contains the connection pointto piping. This point does NOT include a gasket allowance, but ratherrepresents the face-of-flange coordinate.

NQS Network Queuing System, the software package that allows you to definenetwork-wide batch and device queues. Use of NQS involves setting uplocal resource queues on the system(s) where the resources reside andsetting up ‘‘pipe queues’’ on the systems that are to have access to theresources.

Oracle A relational database management system supported by RIS.

origin In coordinate geometry, the point where the x, y, and z-axes intersect.

origin point The point at which the coordinate system is placed.

orthogonal view A view which is a projection of the model onto a plane along lines whichare orthogonal to the plane.

parameter A property whose value determines the characteristics or behavior ofsomething.

path A sequence of directories leading to a file or a sequence of menus leading toa command.

path name The sequence of directories leading to a file. See alsoabsolute path nameandrelative path name.

PDS Plant Design System

pipe queue A controlled channel for moving requests to batch or device queues onremote systems and for receiving status and/or data in response.

place data point To identify a specific element, or indicate a specific point in the design file.

plane A spatial element in geometry that may or may not have a boundary, but islevel, having no elevations or depressions, and is three-dimensional.

RDB Reference Database.

reference database A collection of reference data containing information relative to industrydesign codes, vendor’s catalog data, job specifications, commodity libraries,graphics symbology, label descriptions, report formats and otherinformation of a similar manner.

relative path name The sequence of directories leading from the current directory to a particularfile. See alsopath nameandabsolute path name.

rotate To turn; to change the angular orientation; to transform by revolution abouta specific axis.

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row A unit of related information in a table. One collection of column values fora table.

rubberbanding The animation dynamic that enables you to specify the position of a datapoint while the element changes as you move the cursor.

schema A description of the overall structure of the rulebase or database.

schema file A file that outlines the overall logical structure of a rule base or a database.

server In network operations, the node which maintains common data or performsa common task needed by clients. All network operations (database, NFS,NQS) between two or more nodes establish a client/server relationship.

Structured QueryLanguage SQL

Language developed by IBM for creating, modifying, and queryingrelational databases.

style The symbology of an element such as continuous dashes, dash-dot, solid,and so forth.

surface The skin of a three-dimensional geometric element.

symbology The display style of an element, including color, style, and weight.

table A collection of data for quick reference, either stored in sequential locationsin memory or printed as an array of rows and columns of data items of thesame type.

toggle To switch; to change between two alternatives.

user name A name that provides access to an account on the system.

values Data, either entered by the user or determined by the software, that arestored in an attribute.

variable A quantity that may assume any one of a set of values.

vector A quantity possessing both magnitude and direction, generally representedas a line. Vectors can be manipulated geometrically and are represented asa coordinate triple (x,y,z).

view The defined area of vision on a screen. A view allows you to see aprescribed volume of the design cube. Views are created with their own x,y, and z axes. The x,y plane of the view is parallel to the screen, while thez-axis can be thought of as coming straight out of the view towards you.The view axes maintain this relationship regardless of the rotation withrespect to the design cube. See alsoactive depth.

virtual memory External memory for a computer that can be used as if it were an extensionof the computer’s internal memory. The software usesvirtual memorytostore data. This means that unneeded files and data, stay on the disk untilthey are called for. Because the internal processing memory stores aminimal amount of data, the software can perform processing more quickly.

162

Glossary________________

working directory The directory from which you are accessing files.

163


164

Index________________

Index 3-way valves

1394-way valves 139

Aangle valves 139assumptions about line names 48

Bbasic input data 74batch

processes 22bent pipe 139branch

components 48first order 84welds 139

branch components 139branches 48

Ccode 52

name of code parameter data table 25, 27string 28val 28

record 56code 56codeid 56string 56

codeid 57commodity code 34component

map 141records 57

overall 57prop 57

concentric reducers 139couplings 139crosses 139

D.dat

pdsstr 18strdef 17

databasematerial/specification 46

DDL 127defaults

generic names3-way valves 1394-way valves 139angle valves 139bent pipe 139branch components 139branch welds 139concentric reducers 139couplings 139crosses 139eccentric reducers 139elbows 139expansion joints 139flanges 139hangers 139inline valves 139miters 139nipples 139olets 139pads 139pipe 139pipe supports 139restraints 139rigid bodies 139saddle 139swepolets 139tee 139tees 139

descriptionsdetailed record 54

designdatabase format 127file

datain str order 84raw 74sorted by coordinate 76sorted by topo 80

detailed record descriptions 54disconnected sections 78document

organization 11purpose 11

165

PDS Stress Analysis Interface User’s Guide - July 2001________________ Eeccentric reducers 61, 139elbows 139

and bent pipe 61element

connectivity map table 25, 31cat 31name 31nodes 31onodes 31

property / connectivity table 25, 32-1 32attlst 32formno 32name 32pdstyp 32

end preparation table 25, 34gentyp 34text 34

endof 24error messages 149, 152examples

component map 141HITS report 68neutral file 63options file 36

expansion joints 139external files 25, 27

Ffitting

nomenclature table 25, 34ccode 34ctype 34

type 34flanges 139

Ggenerating neutral files 43

model number 46pipeline names 47

graphic commodity library 46

Hhanger type table 25, 35

pdscode 35stype 35

hangers 139header 48HITS

report 67, 86

HITS (continued)report(continued)

branch 74cp # 74direct 74flags 74name 74node 74occ 74sect 74section 1

basic input data and raw design file data74

section 2design file data sorted by coordinate 76

section 3tracing data 78

section 4design file data sorted by topo 80

section 5design file data in str order 84

sg_occ 74topo 74x 74y 74z 74

Iinfo

record 54date 54draw 54info 54line name 54model design file 54PDSSTR version 54units 54vendor 54

inline valves 139input data 74intergraph options block 25interpreting the HITS report 67

basic input data 74design

file datain str order 84sorted by coordinate 76sorted by topo 80

example HITS report 68raw design file data 74tracing data 78

166

Index________________ interpreting the HITS report(continued)

using the HITS report to solve problems 86introduction 17

Jjoint

expansion 139

Llabel description library 46libraries

graphic commodity 46label description 46material descriptions 46physical commodity 46piping job spec tables 46specialty and instrument descriptions 46standard notes 46

line namesassumptions 48

lnod 52record 58

ax 58ay 58az 58dx 58dy 58dz 58lnod 58node 58type 58

load 51, 52record 55

i 55j 55load 55pn 55segid 55tn 55

loading data (load) table 25, 29-6 29i 29j 29patt 29tatt 29

lset 51, 52record

lset 55s1 56s2 56s3 56

lset(continued)record(continued)

s4 56segid 56

Mmap

stress symbol 27material

descriptions library 46specification database 46

messageserror 149, 152warning 149, 150

miters 139model

files 46number 46

Nnetwork

problems 78neudflts 23neutral

file 63format 51

code 52lnod 52load 51lset 51node 52section 1 51section 2 51section 3 51section 4 51section 5 52section 6 52section 7 52section 8 52

generating 43stress analysis 51

nipples 139node 52

number set 61numbering conventions 61

eccentric reducers 61elbows and bent pipe 61olet and branch weld type components 61pipe supports 62straight

through components 61

167

PDS Stress Analysis Interface User’s Guide - July 2001________________ node(continued)

numbering conventions(continued)straight(continued)

through valves 61tee type components 61three-way valves 61two-way valves 61

record 60flag 60node 60x 60y 60z 60

number fitting type 34numbering conventions 61

Ooccurrence numbers 74olets 48, 139

branch weld type components 61options

file 17, 23, 36keywords 24, 25

codename of code parameter data table 27parameter data table 25

elementconnectivity map table 25, 31property / connectivity table 25, 32

end preparation table 25, 34external files 25, 27fitting nomenclature table 25, 34hanger type table 25, 35intergraph options block 25loading data (load) table 25, 29options block 25service loading (lset) table 25, 29vendor name 25, 26

structure 24c1 24cm- 24endof table_keyword 24m1 24n1 24table_keyword 24

options block 25overall component record 57

compid 57data 57name 57

overlap 86

Ppads 139PDS

design database format 127item name 139stress analysis symbol map 139

PDS item name 139stress analysis generic name 139valve type descriptor 140

to stress symbol map 27PDS environment 19

PD_Shell 20PD_Shell 20pdshell environment 19pdsstr.dat 18physical commodity libraries 46pipe 139

supports 62, 139pipeline names 47piping job spec tables library 46prop 32, 51, 52, 140

record 32, 57compid 58data 58form 58name 58prop 57

Rraw design file data 74RDB 46record descriptions

code 56component 57component record

overall 57prop 57

detailed 54info 54lnod 58load 55lset 55node 60

reference database 46restraints 139rigid bodies 139

168

Index________________ Ssaddle 139service loading (lset) table 25, 29

cold 30dw 30entatt 30flag 30hot 30val 30wind 30

set record 55specialty and instrument descriptions library 46specifying pipings segments 47standard notes library 46straight

through components 61through valves 61

strdef.dat 17stress 139

analysisgeneric name 139interface 17neutral file 51

symbol map 27STRINP 17swepolets 139symbol map

PDS to stress analysis 139

Ttable

12 12822 13034 13150 13367 13580 138

tee 48, 139type components 61

tees 139three-way valves 61topo 80

design file datasorted by 80

tracingdata 78

traversing a network 84two-way valves 61typefaces 13

Uusing

HITS report to solve problems 86

Vvalve type descriptor 140vendor name 25, 26

Wwarning messages 149, 150

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